Bridge Statistics for Oregon, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 125ft / 37.6mTotal length
- $826,000Total costs
- 52,973Total average daily traffic
- 18,437Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Oregon
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11940-1949
- 111960-1969
- 31990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 22000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.1%Excellent
- 44.4%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 33.3%Good
- 44.4%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 11.1%Fair
- 11.1%Serious
- Bridge Condition - Channel
- 72.7%Satisfactory
- 27.3%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 80.0%Satisfactory
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Structure Number: 1155, Location: S 36 T 61 N R 38 W (Lat: 40.044942, Lng: -95.138531), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 7,953 (year 2021), Truck Traffic: 54%, Average Future Daily Traffic: 16,701 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.873, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1155, Location: S 36 T 61 N R 38 W (Lat: 40.044942, Lng: -95.138531), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 7,953 (year 2021), Truck Traffic: 54%, Average Future Daily Traffic: 16,701 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.873, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1156, Location: S 36 T 61 N R 38 W (Lat: 40.045175, Lng: -95.138403), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 7,913 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 16,617 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.239, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum 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: 1156, Location: S 36 T 61 N R 38 W (Lat: 40.045175, Lng: -95.138403), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 7,913 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 16,617 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.239, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum 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: 1525, Location: S 17 T 60 N R 37 W (Lat: 40.014464, Lng: -95.084867), Route carried "on" structure: State highway B, Year Built: 1968, Year Reconstructed: 2020, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 288 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 374 (year 2041), Design Load: H 15, Features Intersected: IS 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.813, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.8 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, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, 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: 1525, Location: S 17 T 60 N R 37 W (Lat: 40.014464, Lng: -95.084867), Route carried "on" structure: State highway B, Year Built: 1968, Year Reconstructed: 2020, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 288 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 374 (year 2041), Design Load: H 15, Features Intersected: IS 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.813, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.8 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, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, 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: 2087, Location: S 26 T 60 N R 38 W (Lat: 39.990417, Lng: -95.123797), Route carried "on" structure: County highway 278, Year Built: 1994, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 58 (year 2041), Features Intersected: MILL CR, Facility Carried by Structure: COUNTY RD 285
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 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: Monolithic Concrete
Structure Number: 2087, Location: S 26 T 60 N R 38 W (Lat: 39.990417, Lng: -95.123797), Route carried "on" structure: County highway 278, Year Built: 1994, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 58 (year 2041), Features Intersected: MILL CR, Facility Carried by Structure: COUNTY RD 285
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 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: Monolithic Concrete
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Structure Number: 20961, Location: S 2 T 59 N R 38 W (Lat: 39.965719, Lng: -95.131167), Route carried "on" structure: County highway 282, Year Built: 1994, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 46 (year 2041), Design Load: HS 20, Features Intersected: MILL CR, Facility Carried by Structure: QUEBEC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20961, Location: S 2 T 59 N R 38 W (Lat: 39.965719, Lng: -95.131167), Route carried "on" structure: County highway 282, Year Built: 1994, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 46 (year 2041), Design Load: HS 20, Features Intersected: MILL CR, Facility Carried by Structure: QUEBEC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20963, Location: S 2 T 59 N R 38 W (Lat: 39.959606, Lng: -95.129211), Route carried "on" structure: County highway 282, Year Built: 1940, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Features Intersected: HICKORY CR, Facility Carried by Structure: QUEBEC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $127,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20963, Location: S 2 T 59 N R 38 W (Lat: 39.959606, Lng: -95.129211), Route carried "on" structure: County highway 282, Year Built: 1940, Year Reconstructed: 2003, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Features Intersected: HICKORY CR, Facility Carried by Structure: QUEBEC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $127,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2173, Location: S 15 T 59 N R 38 W (Lat: 39.925233, Lng: -95.144050), Route carried "on" structure: County highway 321, Year Built: 1920, Status: Posted for load, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: MILL CR, Facility Carried by Structure: COUNTY RD 330
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, 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, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, 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: High priority of corrective action, 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: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $33,000, Total Project Cost: $493,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Structure Number: 2173, Location: S 15 T 59 N R 38 W (Lat: 39.925233, Lng: -95.144050), Route carried "on" structure: County highway 321, Year Built: 1920, Status: Posted for load, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: MILL CR, Facility Carried by Structure: COUNTY RD 330
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, 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, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, 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: High priority of corrective action, 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: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $33,000, Total Project Cost: $493,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
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Structure Number: 21789, Location: S 3 T 59 N R 38 W (Lat: 39.961056, Lng: -95.160000), Route carried "on" structure: County highway 324, Year Built: 1992, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2041), Design Load: HS 20, Features Intersected: MILL CR, Facility Carried by Structure: COUNTY RD 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum 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
Structure Number: 21789, Location: S 3 T 59 N R 38 W (Lat: 39.961056, Lng: -95.160000), Route carried "on" structure: County highway 324, Year Built: 1992, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2041), Design Load: HS 20, Features Intersected: MILL CR, Facility Carried by Structure: COUNTY RD 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum 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
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Structure Number: 21865, Location: S 10 T 59 N R 38 W (Lat: 39.952683, Lng: -95.141586), Route carried "on" structure: County highway 328, Year Built: 1920, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: SCHLOTZ BR, Facility Carried by Structure: PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 12.2m (40.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 9.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 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: Better than 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: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
Structure Number: 21865, Location: S 10 T 59 N R 38 W (Lat: 39.952683, Lng: -95.141586), Route carried "on" structure: County highway 328, Year Built: 1920, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Features Intersected: SCHLOTZ BR, Facility Carried by Structure: PRAIRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 12.2m (40.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 9.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 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: Better than 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: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber
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Structure Number: 29219, Location: S 36 T 60 N R 38 W (Lat: 39.973906, Lng: -95.114117), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 1,826 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,374 (year 2041), Design Load: HS 20, Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.640, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: January 2022
Structure Number: 29219, Location: S 36 T 60 N R 38 W (Lat: 39.973906, Lng: -95.114117), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 1,826 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,374 (year 2041), Design Load: HS 20, Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.640, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: January 2022
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Structure Number: 2922, Location: S 35 T 60 N R 38 W (Lat: 39.982350, Lng: -95.125947), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,826 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,374 (year 2041), Design Load: HS 20, Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.258, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: January 2022
Structure Number: 2922, Location: S 35 T 60 N R 38 W (Lat: 39.982350, Lng: -95.125947), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,826 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,374 (year 2041), Design Load: HS 20, Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.258, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: January 2022
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Structure Number: 30825, Location: S 31 T 60 N R 37 W (Lat: 39.975272, Lng: -95.105483), Route carried "on" structure: County highway 280, Year Built: 2002, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Features Intersected: ROCK CR, Facility Carried by Structure: RAINTREE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: 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
Structure Number: 30825, Location: S 31 T 60 N R 37 W (Lat: 39.975272, Lng: -95.105483), Route carried "on" structure: County highway 280, Year Built: 2002, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Features Intersected: ROCK CR, Facility Carried by Structure: RAINTREE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: 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
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Structure Number: 7273, Location: S 10 T 59 N R 38 W (Lat: 39.941508, Lng: -95.155931), Route carried "on" structure: State highway T, Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 102 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 133 (year 2041), Design Load: H 15, Features Intersected: SCHOTZHAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.396, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 7273, Location: S 10 T 59 N R 38 W (Lat: 39.941508, Lng: -95.155931), Route carried "on" structure: State highway T, Year Built: 1962, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 102 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 133 (year 2041), Design Load: H 15, Features Intersected: SCHOTZHAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.396, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 7274, Location: S 14 T 59 N R 38 W (Lat: 39.928131, Lng: -95.140886), Route carried "on" structure: State highway T, Year Built: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 102 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 133 (year 2041), Design Load: H 15, Features Intersected: PRUSSMAN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.366, 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: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 7274, Location: S 14 T 59 N R 38 W (Lat: 39.928131, Lng: -95.140886), Route carried "on" structure: State highway T, Year Built: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 102 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 133 (year 2041), Design Load: H 15, Features Intersected: PRUSSMAN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.366, 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: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 1155, Location: S 36 T 61 N R 38 W (Lat: 40.044942, Lng: -95.138531), Route carried "under" structure: US 59, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,368 (year 2021), Truck Traffic: 12%, Features Intersected: US 59, Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 78.147, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 1155, Location: S 36 T 61 N R 38 W (Lat: 40.044942, Lng: -95.138531), Route carried "under" structure: US 59, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,368 (year 2021), Truck Traffic: 12%, Features Intersected: US 59, Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 78.147, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 1156, Location: S 36 T 61 N R 38 W (Lat: 40.045175, Lng: -95.138403), Route carried "under" structure: US 59, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,709 (year 2021), Truck Traffic: 12%, Features Intersected: US 59, Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 78.118, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 1156, Location: S 36 T 61 N R 38 W (Lat: 40.045175, Lng: -95.138403), Route carried "under" structure: US 59, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,709 (year 2021), Truck Traffic: 12%, Features Intersected: US 59, Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 78.118, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 1505, Location: S 13 T 60 N R 37 W (Lat: 40.026753, Lng: -95.105444), Route carried "under" structure: Interstate 29, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 6,945 (year 2021), Truck Traffic: 34%, Features Intersected: IS 29, Facility Carried by Structure: RAINTREE DR S
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 81.377, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1505, Location: S 13 T 60 N R 37 W (Lat: 40.026753, Lng: -95.105444), Route carried "under" structure: Interstate 29, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 6,945 (year 2021), Truck Traffic: 34%, Features Intersected: IS 29, Facility Carried by Structure: RAINTREE DR S
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 81.377, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 1505, Location: S 13 T 60 N R 37 W (Lat: 40.026753, Lng: -95.105444), Route carried "under" structure: Interstate 29, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,913 (year 2021), Truck Traffic: 36%, Features Intersected: IS 29, Facility Carried by Structure: RAINTREE DR S
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 125.791, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1505, Location: S 13 T 60 N R 37 W (Lat: 40.026753, Lng: -95.105444), Route carried "under" structure: Interstate 29, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,913 (year 2021), Truck Traffic: 36%, Features Intersected: IS 29, Facility Carried by Structure: RAINTREE DR S
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 125.791, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 1525, Location: S 17 T 60 N R 37 W (Lat: 40.014464, Lng: -95.084867), Route carried "under" structure: Interstate 29, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,913 (year 2021), Truck Traffic: 36%, Features Intersected: IS 29, Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 123.582, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 1525, Location: S 17 T 60 N R 37 W (Lat: 40.014464, Lng: -95.084867), Route carried "under" structure: Interstate 29, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,913 (year 2021), Truck Traffic: 36%, Features Intersected: IS 29, Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 123.582, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 1525, Location: S 17 T 60 N R 37 W (Lat: 40.014464, Lng: -95.084867), Route carried "under" structure: Interstate 29, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 6,945 (year 2021), Truck Traffic: 34%, Features Intersected: IS 29, Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 83.612, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 1525, Location: S 17 T 60 N R 37 W (Lat: 40.014464, Lng: -95.084867), Route carried "under" structure: Interstate 29, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 6,945 (year 2021), Truck Traffic: 34%, Features Intersected: IS 29, Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 83.612, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)