Bridge Statistics for Leeton, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 85ft / 26.4mTotal length
- $1,302,000Total costs
- 5,638Total average daily traffic
- 652Total average daily truck traffic
- 8,561Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Leeton
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11920-1929
- 31930-1939
- 21950-1959
- 11980-1989
- 31990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 7.7%Excellent
- 23.1%Very good
- 38.5%Good
- 23.1%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 7.7%Excellent
- 7.7%Very good
- 46.2%Good
- 30.8%Satisfactory
- 7.7%Serious
- Bridge Condition - Substructure
- 15.4%Very good
- 23.1%Good
- 38.5%Satisfactory
- 7.7%Fair
- 15.4%Poor
- Bridge Condition - Channel
- 6.3%Very good
- 6.3%Good
- 56.3%Satisfactory
- 25.0%Fair
- 6.3%Poor
- Bridge Condition - Culverts
- 66.7%Satisfactory
- 33.3%Fair
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Structure Number: 15808, Location: S 9 T 43 N R 25 W (Lat: 38.523903, Lng: -93.681311), Route carried "on" structure: County highway 100, Year Built: 1989, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Design Load: HS 15, Features Intersected: WADES CR, Facility Carried by Structure: NE1150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15808, Location: S 9 T 43 N R 25 W (Lat: 38.523903, Lng: -93.681311), Route carried "on" structure: County highway 100, Year Built: 1989, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Design Load: HS 15, Features Intersected: WADES CR, Facility Carried by Structure: NE1150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1581, Location: S 10 T 43 N R 25 W (Lat: 38.523731, Lng: -93.672806), Route carried "on" structure: County highway 100, Year Built: 1950, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 55 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 77 (year 2041), Design Load: H 10, Features Intersected: BR OF WADES CR, Facility Carried by Structure: NE1150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1581, Location: S 10 T 43 N R 25 W (Lat: 38.523731, Lng: -93.672806), Route carried "on" structure: County highway 100, Year Built: 1950, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 55 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 77 (year 2041), Design Load: H 10, Features Intersected: BR OF WADES CR, Facility Carried by Structure: NE1150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24447, Location: S 14 T 44 N R 25 W (Lat: 38.598039, Lng: -93.656925), Route carried "on" structure: County highway 493, Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Design Load: HS 20, Features Intersected: MINERAL CR, Facility Carried by Structure: CO RD SE 501
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 24447, Location: S 14 T 44 N R 25 W (Lat: 38.598039, Lng: -93.656925), Route carried "on" structure: County highway 493, Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Design Load: HS 20, Features Intersected: MINERAL CR, Facility Carried by Structure: CO RD SE 501
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24512, Location: S 17 T 44 N R 25 W (Lat: 38.603869, Lng: -93.696075), Route carried "on" structure: County highway 503, Year Built: 1996, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 96 (year 2041), Design Load: HS 20, Features Intersected: MINERAL CR, Facility Carried by Structure: CO RD SE 301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 24512, Location: S 17 T 44 N R 25 W (Lat: 38.603869, Lng: -93.696075), Route carried "on" structure: County highway 503, Year Built: 1996, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 96 (year 2041), Design Load: HS 20, Features Intersected: MINERAL CR, Facility Carried by Structure: CO RD SE 301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2453, Location: S 5 T 44 N R 25 W (Lat: 38.624000, Lng: -93.711689), Route carried "on" structure: County highway 506, Year Built: 1900, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 64 (year 2041), Features Intersected: TRIB OF MINERAL CR, Facility Carried by Structure: CO RD SE 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 7.0m (23.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 6.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 0.9 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: Superior to present desirable 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: December 2020, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2453, Location: S 5 T 44 N R 25 W (Lat: 38.624000, Lng: -93.711689), Route carried "on" structure: County highway 506, Year Built: 1900, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 64 (year 2041), Features Intersected: TRIB OF MINERAL CR, Facility Carried by Structure: CO RD SE 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 7.0m (23.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 6.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 0.9 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: Superior to present desirable 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: December 2020, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24568, Location: S 17 T 44 N R 25 W (Lat: 38.603503, Lng: -93.703100), Route carried "on" structure: County highway 511, Year Built: 1900, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2041), Features Intersected: MINERAL CR, Facility Carried by Structure: CO RD SE 251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, 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: 12.5m (41.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.2 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: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24568, Location: S 17 T 44 N R 25 W (Lat: 38.603503, Lng: -93.703100), Route carried "on" structure: County highway 511, Year Built: 1900, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2041), Features Intersected: MINERAL CR, Facility Carried by Structure: CO RD SE 251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, 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: 12.5m (41.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.2 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: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24569, Location: S 17 T 44 N R 25 W (Lat: 38.591747, Lng: -93.703583), Route carried "on" structure: County highway 511, Year Built: 1996, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: MINERAL CR, Facility Carried by Structure: CO RD SE 251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24569, Location: S 17 T 44 N R 25 W (Lat: 38.591747, Lng: -93.703583), Route carried "on" structure: County highway 511, Year Built: 1996, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: MINERAL CR, Facility Carried by Structure: CO RD SE 251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32109, Location: S 8 T 44 N R 25 W (Lat: 38.627219, Lng: -93.702300), Route carried "on" structure: County highway 251, Year Built: 2006, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 80 (year 2041), Features Intersected: BR OF CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32109, Location: S 8 T 44 N R 25 W (Lat: 38.627219, Lng: -93.702300), Route carried "on" structure: County highway 251, Year Built: 2006, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 80 (year 2041), Features Intersected: BR OF CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33538, Location: S 3 T 44 N R 25 W (Lat: 38.632589, Lng: -93.661514), Route carried "on" structure: State highway PP, Year Built: 2011, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 262 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 406 (year 2041), Design Load: HS 20, Features Intersected: CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33538, Location: S 3 T 44 N R 25 W (Lat: 38.632589, Lng: -93.661514), Route carried "on" structure: State highway PP, Year Built: 2011, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 262 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 406 (year 2041), Design Load: HS 20, Features Intersected: CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33574, Location: S 32 T 44 N R 25 W (Lat: 38.550447, Lng: -93.695569), Route carried "on" structure: State highway 2, Year Built: 2011, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 860 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,290 (year 2041), Design Load: HS 20, Features Intersected: TEBO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.779, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33574, Location: S 32 T 44 N R 25 W (Lat: 38.550447, Lng: -93.695569), Route carried "on" structure: State highway 2, Year Built: 2011, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 860 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,290 (year 2041), Design Load: HS 20, Features Intersected: TEBO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.779, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 36167, Location: S 11 T 44 N R 25 W (Lat: 38.609917, Lng: -93.637806), Route carried "on" structure: County highway 493, Year Built: 2018, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO CLEAR FK, Facility Carried by Structure: COUNTY RD SE 601
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 36167, Location: S 11 T 44 N R 25 W (Lat: 38.609917, Lng: -93.637806), Route carried "on" structure: County highway 493, Year Built: 2018, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO CLEAR FK, Facility Carried by Structure: COUNTY RD SE 601
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4565, Location: S 20 T 44 N R 25 W (Lat: 38.589703, Lng: -93.704278), Route carried "on" structure: State highway 2, Year Built: 1922, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,166 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,807 (year 2041), Design Load: H 15, Features Intersected: MINERAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $23,000, Total Project Cost: $344,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4565, Location: S 20 T 44 N R 25 W (Lat: 38.589703, Lng: -93.704278), Route carried "on" structure: State highway 2, Year Built: 1922, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,166 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,807 (year 2041), Design Load: H 15, Features Intersected: MINERAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $23,000, Total Project Cost: $344,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 542, Location: S 4 T 43 N R 25 W (Lat: 38.545942, Lng: -93.691858), Route carried "on" structure: State highway 2, Year Built: 1930, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 854 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2041), Design Load: H 15, Features Intersected: TEBO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $42,000, Total Project Cost: $632,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 542, Location: S 4 T 43 N R 25 W (Lat: 38.545942, Lng: -93.691858), Route carried "on" structure: State highway 2, Year Built: 1930, Status: Posted for load, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 854 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2041), Design Load: H 15, Features Intersected: TEBO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $42,000, Total Project Cost: $632,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5421, Location: S 3 T 43 N R 25 W (Lat: 38.545642, Lng: -93.675842), Route carried "on" structure: State highway 2, Year Built: 1930, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 854 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2041), Design Load: H 15, Features Intersected: MISSEM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.895, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 5421, Location: S 3 T 43 N R 25 W (Lat: 38.545642, Lng: -93.675842), Route carried "on" structure: State highway 2, Year Built: 1930, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 854 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2041), Design Load: H 15, Features Intersected: MISSEM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.895, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 5422, Location: S 3 T 43 N R 25 W (Lat: 38.545506, Lng: -93.668403), Route carried "on" structure: State highway 2, Year Built: 1930, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 854 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2041), Design Load: H 15, Features Intersected: DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.544, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 68.4 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: Equal to present minimum criteria, Deck Geometry: Better than 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: March 2021
Structure Number: 5422, Location: S 3 T 43 N R 25 W (Lat: 38.545506, Lng: -93.668403), Route carried "on" structure: State highway 2, Year Built: 1930, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 854 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,281 (year 2041), Design Load: H 15, Features Intersected: DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.544, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 68.4 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: Equal to present minimum criteria, Deck Geometry: Better than 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: March 2021
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Structure Number: 6895, Location: S 5 T 43 N R 25 W (Lat: 38.532117, Lng: -93.709575), Route carried "on" structure: State highway CC, Year Built: 1957, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 244 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 366 (year 2041), Design Load: H 10, Features Intersected: WADERS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.274, 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: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 6895, Location: S 5 T 43 N R 25 W (Lat: 38.532117, Lng: -93.709575), Route carried "on" structure: State highway CC, Year Built: 1957, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 244 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 366 (year 2041), Design Load: H 10, Features Intersected: WADERS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.274, 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: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021