Bridge Statistics for Hamilton, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 125ft / 38.4mTotal length
- $1,650,000Total costs
- 32,964Total average daily traffic
- 10,783Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hamilton
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 71950-1959
- 11960-1969
- 11970-1979
- 41980-1989
- 41990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.9%Excellent
- 11.8%Very good
- 23.5%Good
- 35.3%Satisfactory
- 11.8%Fair
- 11.8%Poor
- Bridge Condition - Superstructure
- 5.9%Very good
- 23.5%Good
- 47.1%Satisfactory
- 11.8%Fair
- 11.8%Poor
- Bridge Condition - Substructure
- 5.9%Very good
- 23.5%Good
- 29.4%Satisfactory
- 29.4%Fair
- 11.8%Poor
- Bridge Condition - Channel
- 42.1%Satisfactory
- 42.1%Fair
- 15.8%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 1, Location: S 21 T 57 N R 27 W (Lat: 39.735044, Lng: -93.940478), Route carried "on" structure: US 36, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,183 (year 2021), Truck Traffic: 41%, Average Future Daily Traffic: 25,584 (year 2041), Design Load: H 20, Features Intersected: LIT OTTER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.152, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: December 2020
Structure Number: 1, Location: S 21 T 57 N R 27 W (Lat: 39.735044, Lng: -93.940478), Route carried "on" structure: US 36, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,183 (year 2021), Truck Traffic: 41%, Average Future Daily Traffic: 25,584 (year 2041), Design Load: H 20, Features Intersected: LIT OTTER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.152, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: December 2020
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Structure Number: 11765, Location: S 15 T 57 N R 28 W (Lat: 39.742078, Lng: -94.033431), Route carried "on" structure: Business State highway 36, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,529 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,988 (year 2041), Design Load: HS 20, Features Intersected: TOM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.401, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 11765, Location: S 15 T 57 N R 28 W (Lat: 39.742078, Lng: -94.033431), Route carried "on" structure: Business State highway 36, Year Built: 1999, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,529 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,988 (year 2041), Design Load: HS 20, Features Intersected: TOM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.401, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 14207, Location: S 11 T 57 N R 28 W (Lat: 39.771125, Lng: -94.013561), Route carried "on" structure: County highway 60, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 58 (year 2041), Features Intersected: BR OF LICK FORK CR, Facility Carried by Structure: NW J.C. PENNEY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14207, Location: S 11 T 57 N R 28 W (Lat: 39.771125, Lng: -94.013561), Route carried "on" structure: County highway 60, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 58 (year 2041), Features Intersected: BR OF LICK FORK CR, Facility Carried by Structure: NW J.C. PENNEY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14619, Location: S 26 T 57 N R 28 W (Lat: 39.713092, Lng: -94.019489), Route carried "on" structure: County highway 71, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: TOM CR, Facility Carried by Structure: NW BARWICK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 14619, Location: S 26 T 57 N R 28 W (Lat: 39.713092, Lng: -94.019489), Route carried "on" structure: County highway 71, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: TOM CR, Facility Carried by Structure: NW BARWICK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 14647, Location: S 35 T 57 N R 28 W (Lat: 39.708797, Lng: -94.015086), Route carried "on" structure: County highway 72, Year Built: 1930, Year Reconstructed: 1985, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: TOM CR, Facility Carried by Structure: NW TOM CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14647, Location: S 35 T 57 N R 28 W (Lat: 39.708797, Lng: -94.015086), Route carried "on" structure: County highway 72, Year Built: 1930, Year Reconstructed: 1985, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: TOM CR, Facility Carried by Structure: NW TOM CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14773, Location: S 22 T 57 N R 28 W (Lat: 39.727561, Lng: -94.026153), Route carried "on" structure: County highway 75, Year Built: 1996, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: HS 20, Features Intersected: TOM CR, Facility Carried by Structure: NW MILL CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14773, Location: S 22 T 57 N R 28 W (Lat: 39.727561, Lng: -94.026153), Route carried "on" structure: County highway 75, Year Built: 1996, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: HS 20, Features Intersected: TOM CR, Facility Carried by Structure: NW MILL CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14819, Location: S 20 T 57 N R 28 W (Lat: 39.727706, Lng: -94.064756), Route carried "on" structure: County highway 76, Year Built: 1982, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: MILL CR, Facility Carried by Structure: NW MILL CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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
Structure Number: 14819, Location: S 20 T 57 N R 28 W (Lat: 39.727706, Lng: -94.064756), Route carried "on" structure: County highway 76, Year Built: 1982, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: MILL CR, Facility Carried by Structure: NW MILL CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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
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Structure Number: 14944, Location: S 29 T 57 N R 28 W (Lat: 39.713142, Lng: -94.066383), Route carried "on" structure: County highway 80, Year Built: 1939, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: H 10, Features Intersected: MILL CR, Facility Carried by Structure: NW BARWICK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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
Structure Number: 14944, Location: S 29 T 57 N R 28 W (Lat: 39.713142, Lng: -94.066383), Route carried "on" structure: County highway 80, Year Built: 1939, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: H 10, Features Intersected: MILL CR, Facility Carried by Structure: NW BARWICK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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
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Structure Number: 15103, Location: S 5 T 57 N R 27 W (Lat: 39.776036, Lng: -93.954778), Route carried "on" structure: County highway 85, Year Built: 1952, Year Reconstructed: 2013, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: H 10, Features Intersected: BR OF LICK FK CR, Facility Carried by Structure: NE LOCUST GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15103, Location: S 5 T 57 N R 27 W (Lat: 39.776036, Lng: -93.954778), Route carried "on" structure: County highway 85, Year Built: 1952, Year Reconstructed: 2013, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: H 10, Features Intersected: BR OF LICK FK CR, Facility Carried by Structure: NE LOCUST GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16471, Location: S 20 T 57 N R 27 W (Lat: 39.728183, Lng: -93.956378), Route carried "on" structure: County highway 122, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: H 10, Features Intersected: BR OF LIT OTTER CR, Facility Carried by Structure: NE SANDSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, 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: 6.4m (21.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $6,000, Total Project Cost: $97,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16471, Location: S 20 T 57 N R 27 W (Lat: 39.728183, Lng: -93.956378), Route carried "on" structure: County highway 122, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: H 10, Features Intersected: BR OF LIT OTTER CR, Facility Carried by Structure: NE SANDSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, 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: 6.4m (21.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $6,000, Total Project Cost: $97,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16614, Location: S 29 T 57 N R 27 W (Lat: 39.713822, Lng: -93.946042), Route carried "on" structure: County highway 126, Year Built: 1938, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: H 10, Features Intersected: LIT OTTER CR, Facility Carried by Structure: NE RIDGEWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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: October 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16614, Location: S 29 T 57 N R 27 W (Lat: 39.713822, Lng: -93.946042), Route carried "on" structure: County highway 126, Year Built: 1938, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: H 10, Features Intersected: LIT OTTER CR, Facility Carried by Structure: NE RIDGEWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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: October 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1663, Location: S 31 T 57 N R 27 W (Lat: 39.702714, Lng: -93.963897), Route carried "on" structure: County highway 127, Year Built: 1991, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: COTTONWOOD CR, Facility Carried by Structure: NE SUNSET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1663, Location: S 31 T 57 N R 27 W (Lat: 39.702714, Lng: -93.963897), Route carried "on" structure: County highway 127, Year Built: 1991, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: COTTONWOOD CR, Facility Carried by Structure: NE SUNSET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16712, Location: S 5 T 56 N R 27 W (Lat: 39.699203, Lng: -93.960517), Route carried "on" structure: County highway 130, Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: H 10, Features Intersected: COTTONWOOD CR, Facility Carried by Structure: NE JEFFERSON DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16712, Location: S 5 T 56 N R 27 W (Lat: 39.699203, Lng: -93.960517), Route carried "on" structure: County highway 130, Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: H 10, Features Intersected: COTTONWOOD CR, Facility Carried by Structure: NE JEFFERSON DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18539, Location: S 35 T 57 N R 28 W (Lat: 39.791917, Lng: -94.002822), Route carried "on" structure: County highway 188, Year Built: 1983, Year Reconstructed: 2005, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: MARROWBONE CR, Facility Carried by Structure: 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $18,000, Total Project Cost: $267,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18539, Location: S 35 T 57 N R 28 W (Lat: 39.791917, Lng: -94.002822), Route carried "on" structure: County highway 188, Year Built: 1983, Year Reconstructed: 2005, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: MARROWBONE CR, Facility Carried by Structure: 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $18,000, Total Project Cost: $267,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2583, Location: S 35 T 57 N R 28 W (Lat: 39.699600, Lng: -94.014881), Route carried "on" structure: State highway 13, Year Built: 1976, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 2,229 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 3,009 (year 2041), Design Load: H 20, Features Intersected: TOM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2583, Location: S 35 T 57 N R 28 W (Lat: 39.699600, Lng: -94.014881), Route carried "on" structure: State highway 13, Year Built: 1976, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 2,229 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 3,009 (year 2041), Design Load: H 20, Features Intersected: TOM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 28872, Location: S 9 T 57 N R 27 W (Lat: 39.756897, Lng: -93.978369), Route carried "on" structure: County highway 98, Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: BR OF LICK FK CR, Facility Carried by Structure: NE WASHINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 28872, Location: S 9 T 57 N R 27 W (Lat: 39.756897, Lng: -93.978369), Route carried "on" structure: County highway 98, Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: BR OF LICK FK CR, Facility Carried by Structure: NE WASHINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 32536, Location: S 21 T 57 N R 27 W (Lat: 39.728350, Lng: -93.941200), Route carried "on" structure: County highway 120, Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2041), Design Load: HS 20, Features Intersected: LIT OTTER CR, Facility Carried by Structure: NE SANDSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 32536, Location: S 21 T 57 N R 27 W (Lat: 39.728350, Lng: -93.941200), Route carried "on" structure: County highway 120, Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2041), Design Load: HS 20, Features Intersected: LIT OTTER CR, Facility Carried by Structure: NE SANDSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 6916, Location: S 2 T 56 N R 28 W (Lat: 39.684847, Lng: -94.010817), Route carried "on" structure: State highway U, Year Built: 1958, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 182 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 237 (year 2041), Design Load: H 10, Features Intersected: TOM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $599,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6916, Location: S 2 T 56 N R 28 W (Lat: 39.684847, Lng: -94.010817), Route carried "on" structure: State highway U, Year Built: 1958, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 182 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 237 (year 2041), Design Load: H 10, Features Intersected: TOM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $599,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8343, Location: S 34 T 58 N R 28 W (Lat: 39.792575, Lng: -94.021731), Route carried "on" structure: State highway CC, Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 625 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 813 (year 2041), Design Load: H 15, Features Intersected: MARROWBONE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.789, 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: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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 minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8343, Location: S 34 T 58 N R 28 W (Lat: 39.792575, Lng: -94.021731), Route carried "on" structure: State highway CC, Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 625 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 813 (year 2041), Design Load: H 15, Features Intersected: MARROWBONE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.789, 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: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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 minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9, Location: S 24 T 57 N R 28 W (Lat: 39.733536, Lng: -94.000572), Route carried "on" structure: State highway 13, Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 3,106 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 4,193 (year 2041), Design Load: H 20, Features Intersected: US 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.472, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Excellent, Superstructure: Fair, Substructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9, Location: S 24 T 57 N R 28 W (Lat: 39.733536, Lng: -94.000572), Route carried "on" structure: State highway 13, Year Built: 1958, Year Reconstructed: 2010, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 3,106 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 4,193 (year 2041), Design Load: H 20, Features Intersected: US 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.472, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Excellent, Superstructure: Fair, Substructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 9, Location: S 24 T 57 N R 28 W (Lat: 39.733536, Lng: -94.000572), Route carried "under" structure: US 36, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 6,524 (year 2021), Truck Traffic: 36%, Features Intersected: US 36, Facility Carried by Structure: MO 13 S
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 75.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 9, Location: S 24 T 57 N R 28 W (Lat: 39.733536, Lng: -94.000572), Route carried "under" structure: US 36, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 6,524 (year 2021), Truck Traffic: 36%, Features Intersected: US 36, Facility Carried by Structure: MO 13 S
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 75.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 9, Location: S 24 T 57 N R 28 W (Lat: 39.733536, Lng: -94.000572), Route carried "under" structure: US 36, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 6,311 (year 2021), Truck Traffic: 37%, Features Intersected: US 36, Facility Carried by Structure: MO 13 S
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 235.098, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 9, Location: S 24 T 57 N R 28 W (Lat: 39.733536, Lng: -94.000572), Route carried "under" structure: US 36, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 6,311 (year 2021), Truck Traffic: 37%, Features Intersected: US 36, Facility Carried by Structure: MO 13 S
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 235.098, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)