Bridge Statistics for Pattonsburg, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 715ft / 218mTotal length
- $3,093,000Total costs
- 52,587Total average daily traffic
- 13,784Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pattonsburg
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 41930-1939
- 31950-1959
- 21960-1969
- 101970-1979
- 11980-1989
- 51990-1999
- 32000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 8.3%Excellent
- 12.5%Very good
- 50.0%Good
- 4.2%Satisfactory
- 12.5%Fair
- 8.3%Poor
- 4.2%Serious
- Bridge Condition - Superstructure
- 8.3%Excellent
- 12.5%Very good
- 29.2%Good
- 25.0%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 4.2%Excellent
- 16.7%Very good
- 20.8%Good
- 37.5%Satisfactory
- 4.2%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 8.3%Good
- 20.8%Satisfactory
- 58.3%Fair
- 12.5%Poor
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Structure Number: 12328, Location: S 34 T 62 N R 29 W (Lat: 40.124497, Lng: -94.141794), Route carried "on" structure: County highway 6, Year Built: 1930, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: BR OF SAMPSON CR, Facility Carried by Structure: 140TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 4.5 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12328, Location: S 34 T 62 N R 29 W (Lat: 40.124497, Lng: -94.141794), Route carried "on" structure: County highway 6, Year Built: 1930, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: BR OF SAMPSON CR, Facility Carried by Structure: 140TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 4.5 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 12484, Location: S 31 T 62 N R 28 W (Lat: 40.123122, Lng: -94.091375), Route carried "on" structure: County highway 11, Year Built: 1997, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: 167TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.54m (1.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $401,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12484, Location: S 31 T 62 N R 28 W (Lat: 40.123122, Lng: -94.091375), Route carried "on" structure: County highway 11, Year Built: 1997, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: 167TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.54m (1.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $401,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1452, Location: S 12 T 60 N R 29 W (Lat: 40.024289, Lng: -94.095906), Route carried "on" structure: Interstate 35, Year Built: 1976, Status: Open, Structure Length: 40.69m (133.50ft), Average Daily Traffic: 7,466 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 15,679 (year 2041), Design Load: HS 20+Mod, Features Intersected: GRAND RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.738, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 3, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1452, Location: S 12 T 60 N R 29 W (Lat: 40.024289, Lng: -94.095906), Route carried "on" structure: Interstate 35, Year Built: 1976, Status: Open, Structure Length: 40.69m (133.50ft), Average Daily Traffic: 7,466 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 15,679 (year 2041), Design Load: HS 20+Mod, Features Intersected: GRAND RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.738, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 3, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1455, Location: S 30 T 61 N R 28 W (Lat: 40.048472, Lng: -94.094489), Route carried "on" structure: Interstate 35, Year Built: 1976, Status: Open, Structure Length: 59.59m (195.51ft), Average Daily Traffic: 7,633 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 16,029 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD GRANITE AVE, OVERFLO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.611, 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 26, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1455, Location: S 30 T 61 N R 28 W (Lat: 40.048472, Lng: -94.094489), Route carried "on" structure: Interstate 35, Year Built: 1976, Status: Open, Structure Length: 59.59m (195.51ft), Average Daily Traffic: 7,633 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 16,029 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD GRANITE AVE, OVERFLO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.611, 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 26, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 15, Location: S 18 T 61 N R 28 W (Lat: 40.076464, Lng: -94.093411), Route carried "on" structure: State highway C, Year Built: 1972, Year Reconstructed: 2019, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 728 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 946 (year 2041), Design Load: H 20, Features Intersected: IS 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.328, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15, Location: S 18 T 61 N R 28 W (Lat: 40.076464, Lng: -94.093411), Route carried "on" structure: State highway C, Year Built: 1972, Year Reconstructed: 2019, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 728 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 946 (year 2041), Design Load: H 20, Features Intersected: IS 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.328, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1609, Location: S 5 T 61 N R 28 W (Lat: 40.105128, Lng: -94.070869), Route carried "on" structure: State highway B, Year Built: 1972, Year Reconstructed: 2019, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 244 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 317 (year 2041), Design Load: H 15, Features Intersected: IS 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, 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: 31.8m (104.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1609, Location: S 5 T 61 N R 28 W (Lat: 40.105128, Lng: -94.070869), Route carried "on" structure: State highway B, Year Built: 1972, Year Reconstructed: 2019, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 244 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 317 (year 2041), Design Load: H 15, Features Intersected: IS 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, 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: 31.8m (104.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21659, Location: S 15 T 60 N R 29 W (Lat: 40.011750, Lng: -94.131167), Route carried "on" structure: County highway 317, Year Built: 1910, Year Reconstructed: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Design Load: H 15, Features Intersected: BR GRINDSTONE CR, Facility Carried by Structure: 137TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 21659, Location: S 15 T 60 N R 29 W (Lat: 40.011750, Lng: -94.131167), Route carried "on" structure: County highway 317, Year Built: 1910, Year Reconstructed: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Design Load: H 15, Features Intersected: BR GRINDSTONE CR, Facility Carried by Structure: 137TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 21896, Location: S 27 T 61 N R 29 W (Lat: 40.055569, Lng: -94.159069), Route carried "on" structure: County highway 329, Year Built: 1930, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Features Intersected: SAMPSON CR, Facility Carried by Structure: FORREST AVE
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 1.770, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $48,000, Total Project Cost: $727,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21896, Location: S 27 T 61 N R 29 W (Lat: 40.055569, Lng: -94.159069), Route carried "on" structure: County highway 329, Year Built: 1930, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Features Intersected: SAMPSON CR, Facility Carried by Structure: FORREST AVE
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 1.770, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $48,000, Total Project Cost: $727,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22321, Location: S 3 T 61 N R 29 W (Lat: 40.110025, Lng: -94.155569), Route carried "on" structure: County highway 350, Year Built: 1930, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Features Intersected: BIG SAMPSON CR, Facility Carried by Structure: BEAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $436,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22321, Location: S 3 T 61 N R 29 W (Lat: 40.110025, Lng: -94.155569), Route carried "on" structure: County highway 350, Year Built: 1930, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Features Intersected: BIG SAMPSON CR, Facility Carried by Structure: BEAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $436,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22434, Location: S 23 T 61 N R 29 W (Lat: 40.069183, Lng: -94.129072), Route carried "on" structure: County highway 355, Year Built: 1998, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 80 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 92 (year 2041), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: 147TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22434, Location: S 23 T 61 N R 29 W (Lat: 40.069183, Lng: -94.129072), Route carried "on" structure: County highway 355, Year Built: 1998, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 80 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 92 (year 2041), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: 147TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22494, Location: S 36 T 61 N R 29 W (Lat: 40.046731, Lng: -94.115953), Route carried "on" structure: County highway 359, Year Built: 1930, Status: Closed, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Features Intersected: BIG CR, Facility Carried by Structure: GRANITE AVE
Minimum Vertical Clearance: 3.56m (11.68ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2019, Critical Feature Inspection Date: December 2019, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $60,000, Total Project Cost: $906,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22494, Location: S 36 T 61 N R 29 W (Lat: 40.046731, Lng: -94.115953), Route carried "on" structure: County highway 359, Year Built: 1930, Status: Closed, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Features Intersected: BIG CR, Facility Carried by Structure: GRANITE AVE
Minimum Vertical Clearance: 3.56m (11.68ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2019, Critical Feature Inspection Date: December 2019, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $60,000, Total Project Cost: $906,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22601, Location: S 20 T 61 N R 28 W (Lat: 40.075953, Lng: -94.073353), Route carried "on" structure: County highway 369, Year Built: 1995, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: HS 20, Features Intersected: CYPRESS CR, Facility Carried by Structure: ELMWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22601, Location: S 20 T 61 N R 28 W (Lat: 40.075953, Lng: -94.073353), Route carried "on" structure: County highway 369, Year Built: 1995, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: HS 20, Features Intersected: CYPRESS CR, Facility Carried by Structure: ELMWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24805, Location: S 33 T 61 N R 28 W (Lat: 40.031886, Lng: -94.058475), Route carried "on" structure: County highway 555, Year Built: 1928, Status: Closed, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Design Load: H 10, Features Intersected: HOG CR, Facility Carried by Structure: HARBOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Poor, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Structure Number: 24805, Location: S 33 T 61 N R 28 W (Lat: 40.031886, Lng: -94.058475), Route carried "on" structure: County highway 555, Year Built: 1928, Status: Closed, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Design Load: H 10, Features Intersected: HOG CR, Facility Carried by Structure: HARBOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Poor, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
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Structure Number: 2484, Location: S 33 T 61 N R 28 W (Lat: 40.043625, Lng: -94.051353), Route carried "on" structure: County highway 562, Year Built: 1958, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: H 10, Features Intersected: HOG CR, Facility Carried by Structure: GRANITE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2484, Location: S 33 T 61 N R 28 W (Lat: 40.043625, Lng: -94.051353), Route carried "on" structure: County highway 562, Year Built: 1958, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: H 10, Features Intersected: HOG CR, Facility Carried by Structure: GRANITE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31066, Location: S 10 T 61 N R 29 W (Lat: 40.099672, Lng: -94.149314), Route carried "on" structure: County highway 349, Year Built: 2005, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 46 (year 2041), Design Load: HS 20, Features Intersected: SAMPSON CR, Facility Carried by Structure: CORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31066, Location: S 10 T 61 N R 29 W (Lat: 40.099672, Lng: -94.149314), Route carried "on" structure: County highway 349, Year Built: 2005, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 46 (year 2041), Design Load: HS 20, Features Intersected: SAMPSON CR, Facility Carried by Structure: CORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32259, Location: S 11 T 61 N R 29 W (Lat: 40.101667, Lng: -94.128333), Route carried "on" structure: County highway 349, Year Built: 2008, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: CORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.777, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32259, Location: S 11 T 61 N R 29 W (Lat: 40.101667, Lng: -94.128333), Route carried "on" structure: County highway 349, Year Built: 2008, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: CORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.777, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32445, Location: S 29 T 61 N R 28 W (Lat: 40.046667, Lng: -94.070000), Route carried "on" structure: County highway 557, Year Built: 2009, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: CYPRESS CR, Facility Carried by Structure: GRANITE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32445, Location: S 29 T 61 N R 28 W (Lat: 40.046667, Lng: -94.070000), Route carried "on" structure: County highway 557, Year Built: 2009, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: CYPRESS CR, Facility Carried by Structure: GRANITE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3473, Location: S 22 T 61 N R 29 W (Lat: 40.066389, Lng: -94.156167), Route carried "on" structure: County highway 330, Year Built: 2014, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: HS 20, Features Intersected: SAMPSON CR, Facility Carried by Structure: EMBER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3473, Location: S 22 T 61 N R 29 W (Lat: 40.066389, Lng: -94.156167), Route carried "on" structure: County highway 330, Year Built: 2014, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: HS 20, Features Intersected: SAMPSON CR, Facility Carried by Structure: EMBER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35325, Location: S 36 T 61 N R 29 W (Lat: 40.046703, Lng: -94.115889), Route carried "on" structure: County highway 359, Year Built: 2019, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Features Intersected: BIG CR, Facility Carried by Structure: GRANITE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35325, Location: S 36 T 61 N R 29 W (Lat: 40.046703, Lng: -94.115889), Route carried "on" structure: County highway 359, Year Built: 2019, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Features Intersected: BIG CR, Facility Carried by Structure: GRANITE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3667, Location: S 35 T 61 N R 29 W (Lat: 40.044236, Lng: -94.128661), Route carried "on" structure: US 69, Year Built: 1986, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 711 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 924 (year 2041), Design Load: HS 20, Features Intersected: GRAND RVR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.652, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3667, Location: S 35 T 61 N R 29 W (Lat: 40.044236, Lng: -94.128661), Route carried "on" structure: US 69, Year Built: 1986, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 711 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 924 (year 2041), Design Load: HS 20, Features Intersected: GRAND RVR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.652, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3935, Location: S 1 T 61 N R 29 W (Lat: 40.118736, Lng: -94.107892), Route carried "on" structure: US 69, Year Built: 1990, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 299 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 389 (year 2041), Design Load: HS 20, Features Intersected: BIG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.7m (84.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3935, Location: S 1 T 61 N R 29 W (Lat: 40.118736, Lng: -94.107892), Route carried "on" structure: US 69, Year Built: 1990, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 299 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 389 (year 2041), Design Load: HS 20, Features Intersected: BIG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.7m (84.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 439, Location: S 266 T 61 N R 29 W (Lat: 40.053814, Lng: -94.127292), Route carried "on" structure: US 69, Year Built: 1995, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 379 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 493 (year 2041), Design Load: HS 20, Features Intersected: BIG CR DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.546, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 439, Location: S 266 T 61 N R 29 W (Lat: 40.053814, Lng: -94.127292), Route carried "on" structure: US 69, Year Built: 1995, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 379 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 493 (year 2041), Design Load: HS 20, Features Intersected: BIG CR DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.546, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 636, Location: S 27 T 61 N R 29 W (Lat: 40.048311, Lng: -94.159483), Route carried "on" structure: State highway Z, Year Built: 1961, Status: Posted for load, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 581 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 755 (year 2041), Design Load: H 15, Features Intersected: SAMPSON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 636, Location: S 27 T 61 N R 29 W (Lat: 40.048311, Lng: -94.159483), Route carried "on" structure: State highway Z, Year Built: 1961, Status: Posted for load, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 581 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 755 (year 2041), Design Load: H 15, Features Intersected: SAMPSON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6877, Location: S 34 T 62 N R 29 W (Lat: 40.120825, Lng: -94.142664), Route carried "on" structure: State highway T, Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 333 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 433 (year 2041), Design Load: H 10, Features Intersected: LIT SAMPSON RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6877, Location: S 34 T 62 N R 29 W (Lat: 40.120825, Lng: -94.142664), Route carried "on" structure: State highway T, Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 333 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 433 (year 2041), Design Load: H 10, Features Intersected: LIT SAMPSON RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 706, Location: S 29 T 61 N R 28 W (Lat: 40.061300, Lng: -94.070992), Route carried "on" structure: State highway C, Year Built: 1965, Status: Posted for load, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 254 (year 2041), Design Load: H 15, Features Intersected: CYPRESS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 706, Location: S 29 T 61 N R 28 W (Lat: 40.061300, Lng: -94.070992), Route carried "on" structure: State highway C, Year Built: 1965, Status: Posted for load, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 254 (year 2041), Design Load: H 15, Features Intersected: CYPRESS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7061, Location: S 28 T 61 N R 28 W (Lat: 40.061039, Lng: -94.055214), Route carried "on" structure: State highway C, Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 254 (year 2041), Design Load: H 10, Features Intersected: HOG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.297, Lanes on structure: 2, Owner: State 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: 3.4m (11.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 7061, Location: S 28 T 61 N R 28 W (Lat: 40.061039, Lng: -94.055214), Route carried "on" structure: State highway C, Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 254 (year 2041), Design Load: H 10, Features Intersected: HOG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.297, Lanes on structure: 2, Owner: State 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: 3.4m (11.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 1454, Location: S 30 T 61 N R 28 W (Lat: 40.048469, Lng: -94.094828), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 340 (year 2021), Truck Traffic: 10%, Features Intersected: CRD GRANITE AVE, Facility Carried by Structure: IS 35 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.003, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.3m (76.4ft)
Structure Number: 1454, Location: S 30 T 61 N R 28 W (Lat: 40.048469, Lng: -94.094828), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 340 (year 2021), Truck Traffic: 10%, Features Intersected: CRD GRANITE AVE, Facility Carried by Structure: IS 35 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.003, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.3m (76.4ft)
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Structure Number: 1455, Location: S 30 T 61 N R 28 W (Lat: 40.048472, Lng: -94.094489), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 340 (year 2021), Truck Traffic: 10%, Features Intersected: CRD GRANITE AVE, Facility Carried by Structure: IS 35 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.035, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.3m (76.4ft)
Structure Number: 1455, Location: S 30 T 61 N R 28 W (Lat: 40.048472, Lng: -94.094489), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 340 (year 2021), Truck Traffic: 10%, Features Intersected: CRD GRANITE AVE, Facility Carried by Structure: IS 35 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.035, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.3m (76.4ft)
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Structure Number: 15, Location: S 18 T 61 N R 28 W (Lat: 40.076464, Lng: -94.093411), Route carried "under" structure: Interstate 35, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 8,686 (year 2021), Truck Traffic: 29%, Features Intersected: IS 35, Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 58.141, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 15, Location: S 18 T 61 N R 28 W (Lat: 40.076464, Lng: -94.093411), Route carried "under" structure: Interstate 35, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 8,686 (year 2021), Truck Traffic: 29%, Features Intersected: IS 35, Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 58.141, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 15, Location: S 18 T 61 N R 28 W (Lat: 40.076464, Lng: -94.093411), Route carried "under" structure: Interstate 35, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,633 (year 2021), Truck Traffic: 26%, Features Intersected: IS 35, Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 126.020, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 15, Location: S 18 T 61 N R 28 W (Lat: 40.076464, Lng: -94.093411), Route carried "under" structure: Interstate 35, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,633 (year 2021), Truck Traffic: 26%, Features Intersected: IS 35, Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 126.020, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 1609, Location: S 5 T 61 N R 28 W (Lat: 40.105128, Lng: -94.070869), Route carried "under" structure: Interstate 35, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 8,470 (year 2021), Truck Traffic: 26%, Features Intersected: IS 35, Facility Carried by Structure: RT B E
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 129.799, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.8m (104.3ft)
Structure Number: 1609, Location: S 5 T 61 N R 28 W (Lat: 40.105128, Lng: -94.070869), Route carried "under" structure: Interstate 35, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 8,470 (year 2021), Truck Traffic: 26%, Features Intersected: IS 35, Facility Carried by Structure: RT B E
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 129.799, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.8m (104.3ft)
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Structure Number: 1609, Location: S 5 T 61 N R 28 W (Lat: 40.105128, Lng: -94.070869), Route carried "under" structure: Interstate 35, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,814 (year 2021), Truck Traffic: 29%, Features Intersected: IS 35, Facility Carried by Structure: RT B E
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 54.365, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.8m (104.3ft)
Structure Number: 1609, Location: S 5 T 61 N R 28 W (Lat: 40.105128, Lng: -94.070869), Route carried "under" structure: Interstate 35, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,814 (year 2021), Truck Traffic: 29%, Features Intersected: IS 35, Facility Carried by Structure: RT B E
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 54.365, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.8m (104.3ft)