Bridge Statistics for Purdy, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 69ft / 20.9mTotal length
- $917,000Total costs
- 43,211Total average daily traffic
- 5,957Total average daily truck traffic
- 73,670Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Purdy
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 51930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 12.5%Good
- 12.5%Satisfactory
- 50.0%Fair
- Bridge Condition - Superstructure
- 25.0%Good
- 12.5%Satisfactory
- 62.5%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 12.5%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 33.3%Good
- 40.0%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Culverts
- 42.9%Satisfactory
- 57.1%Fair
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Structure Number: 13624, Location: S 36 T 25 N R 28 W (Lat: 36.832711, Lng: -93.939419), Route carried "on" structure: County highway 43, Year Built: 1920, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 128 (year 2039), Features Intersected: DRY BR CAPPS CR, Facility Carried by Structure: FARM RD 1070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13624, Location: S 36 T 25 N R 28 W (Lat: 36.832711, Lng: -93.939419), Route carried "on" structure: County highway 43, Year Built: 1920, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 128 (year 2039), Features Intersected: DRY BR CAPPS CR, Facility Carried by Structure: FARM RD 1070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14037, Location: S 33 T 25 N R 27 W (Lat: 36.833311, Lng: -93.892392), Route carried "on" structure: County highway 55, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 85 (year 2039), Features Intersected: DRY BR LIT FLAT CR, Facility Carried by Structure: FARM RD 1095
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14037, Location: S 33 T 25 N R 27 W (Lat: 36.833311, Lng: -93.892392), Route carried "on" structure: County highway 55, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 85 (year 2039), Features Intersected: DRY BR LIT FLAT CR, Facility Carried by Structure: FARM RD 1095
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18849, Location: S 20 T 25 N R 27 W (Lat: 36.855864, Lng: -93.918797), Route carried "on" structure: County highway 202, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 85 (year 2039), Design Load: H 15, Features Intersected: HUDSON CR, Facility Carried by Structure: FARM RD 2050
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.1 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18849, Location: S 20 T 25 N R 27 W (Lat: 36.855864, Lng: -93.918797), Route carried "on" structure: County highway 202, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 85 (year 2039), Design Load: H 15, Features Intersected: HUDSON CR, Facility Carried by Structure: FARM RD 2050
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.1 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 30312, Location: S 11 T 24 N R 28 W (Lat: 36.806472, Lng: -93.914422), Route carried "on" structure: County highway 1085, Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2039), Features Intersected: DRY BR LIT FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, 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: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30312, Location: S 11 T 24 N R 28 W (Lat: 36.806472, Lng: -93.914422), Route carried "on" structure: County highway 1085, Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2039), Features Intersected: DRY BR LIT FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, 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: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30313, Location: S 15 T 24 N R 28 W (Lat: 36.792117, Lng: -93.950694), Route carried "on" structure: County highway 1065, Year Built: 2002, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2039), Features Intersected: DRY BR JOYCE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30313, Location: S 15 T 24 N R 28 W (Lat: 36.792117, Lng: -93.950694), Route carried "on" structure: County highway 1065, Year Built: 2002, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2039), Features Intersected: DRY BR JOYCE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36, Location: S 15 T 24 N R 28 W (Lat: 36.800542, Lng: -93.950444), Route carried "on" structure: County highway 385, Year Built: 1935, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2041), Features Intersected: BR SHOAL CR, Facility Carried by Structure: FARM ROAD 1065
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 36, Location: S 15 T 24 N R 28 W (Lat: 36.800542, Lng: -93.950444), Route carried "on" structure: County highway 385, Year Built: 1935, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2041), Features Intersected: BR SHOAL CR, Facility Carried by Structure: FARM ROAD 1065
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 472, Location: S 29 T 25 N R 27 W (Lat: 36.852106, Lng: -93.920608), Route carried "on" structure: State highway 37, Year Built: 1924, Year Reconstructed: 1963, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 14,254 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 24,945 (year 2041), Design Load: H 20, Features Intersected: GOODNIGHT BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.377, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 472, Location: S 29 T 25 N R 27 W (Lat: 36.852106, Lng: -93.920608), Route carried "on" structure: State highway 37, Year Built: 1924, Year Reconstructed: 1963, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 14,254 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 24,945 (year 2041), Design Load: H 20, Features Intersected: GOODNIGHT BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.377, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 5004, Location: S 2049 T 35 N R 7 E (Lat: 37.689567, Lng: -90.296644), Route carried "on" structure: State highway OO, Year Built: 1926, Year Reconstructed: 1974, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 2,644 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,230 (year 2041), Design Load: H 15, Features Intersected: LIT ST FRANCIS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.916, 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: 1, Number Of Approach Spans: 3, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.9 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: Somewhat better than minimum adequacy, 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: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $754,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5004, Location: S 2049 T 35 N R 7 E (Lat: 37.689567, Lng: -90.296644), Route carried "on" structure: State highway OO, Year Built: 1926, Year Reconstructed: 1974, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 2,644 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,230 (year 2041), Design Load: H 15, Features Intersected: LIT ST FRANCIS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.916, 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: 1, Number Of Approach Spans: 3, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.9 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: Somewhat better than minimum adequacy, 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: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $754,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5089, Location: S 35 T 26 N R 10 E (Lat: 36.859153, Lng: -89.935964), Route carried "on" structure: State highway 25, Year Built: 1927, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,385 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,455 (year 2041), Design Load: H 15, Features Intersected: DELEWARE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.783, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, 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
Structure Number: 5089, Location: S 35 T 26 N R 10 E (Lat: 36.859153, Lng: -89.935964), Route carried "on" structure: State highway 25, Year Built: 1927, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,385 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,455 (year 2041), Design Load: H 15, Features Intersected: DELEWARE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.783, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, 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
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Structure Number: 5434, Location: S 15 T 26 N R 2 E (Lat: 36.900903, Lng: -90.839114), Route carried "on" structure: State highway 21, Year Built: 1931, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 1,812 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,718 (year 2041), Design Load: H 15, Features Intersected: N PRONG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.100, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 5434, Location: S 15 T 26 N R 2 E (Lat: 36.900903, Lng: -90.839114), Route carried "on" structure: State highway 21, Year Built: 1931, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 1,812 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,718 (year 2041), Design Load: H 15, Features Intersected: N PRONG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.100, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 5435, Location: S 27 T 26 N R 2 E (Lat: 36.875803, Lng: -90.834506), Route carried "on" structure: State highway 21, Year Built: 1931, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,097 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 1,646 (year 2041), Design Load: H 15, Features Intersected: N FK LIT BLACK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 262.147, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 5435, Location: S 27 T 26 N R 2 E (Lat: 36.875803, Lng: -90.834506), Route carried "on" structure: State highway 21, Year Built: 1931, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,097 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 1,646 (year 2041), Design Load: H 15, Features Intersected: N FK LIT BLACK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 262.147, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 5437, Location: S 18 T 34 N R 3 W (Lat: 37.645997, Lng: -91.195650), Route carried "on" structure: State highway 32, Year Built: 1931, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 1,141 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 1,712 (year 2041), Design Load: H 15, Features Intersected: HUZZAH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 316.097, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5437, Location: S 18 T 34 N R 3 W (Lat: 37.645997, Lng: -91.195650), Route carried "on" structure: State highway 32, Year Built: 1931, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 1,141 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 1,712 (year 2041), Design Load: H 15, Features Intersected: HUZZAH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 316.097, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 8611, Location: S 1 T 24 N R 28 W (Lat: 36.815872, Lng: -93.903797), Route carried "on" structure: State highway C, Year Built: 1953, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 577 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 952 (year 2041), Design Load: H 10, Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 8611, Location: S 1 T 24 N R 28 W (Lat: 36.815872, Lng: -93.903797), Route carried "on" structure: State highway C, Year Built: 1953, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 577 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 952 (year 2041), Design Load: H 10, Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 898, Location: S 19 T 25 N R 27 W (Lat: 36.856328, Lng: -93.920492), Route carried "on" structure: State highway 37, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 14,254 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 24,945 (year 2041), Design Load: H 20, Features Intersected: N FK HUDSON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.908, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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: April 2020
Structure Number: 898, Location: S 19 T 25 N R 27 W (Lat: 36.856328, Lng: -93.920492), Route carried "on" structure: State highway 37, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 14,254 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 24,945 (year 2041), Design Load: H 20, Features Intersected: N FK HUDSON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.908, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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: April 2020
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Structure Number: 9942, Location: S 3 T 24 N R 28 W (Lat: 36.816492, Lng: -93.947692), Route carried "on" structure: State highway B, Year Built: 1937, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,272 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,749 (year 2041), Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.710, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 9942, Location: S 3 T 24 N R 28 W (Lat: 36.816492, Lng: -93.947692), Route carried "on" structure: State highway B, Year Built: 1937, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,272 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,749 (year 2041), Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.710, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020