Bridge Statistics for Fort Leonard Wood, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 328ft / 99.6mTotal length
- $4,044,000Total costs
- 31,130Total average daily traffic
- 3,733Total average daily truck traffic
- 46,775Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fort Leonard Wood
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21930-1939
- 21940-1949
- 61950-1959
- 81960-1969
- 41990-1999
- 42000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 10.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 15.0%Fair
- 10.0%Poor
- 5.0%Serious
- Bridge Condition - Superstructure
- 5.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- 15.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 35.0%Good
- 35.0%Satisfactory
- 15.0%Fair
- 5.0%Serious
- Bridge Condition - Channel
- 13.3%Very good
- 16.7%Good
- 46.7%Satisfactory
- 16.7%Fair
- 3.3%Poor
- 3.3%Critical
- Bridge Condition - Culverts
- 50.0%Good
- 40.0%Satisfactory
- 10.0%Fair
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Structure Number: 12204, Location: S 7 T 33 N R 11 W (Lat: 37.586944, Lng: -92.186500), Route carried "on" structure: County highway 2, Year Built: 1938, Year Reconstructed: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2041), Features Intersected: LITTLE PINEY CR, Facility Carried by Structure: PUMP STA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.074, Lanes on structure: 1, Owner: County Highway Agency, Maintenance Responsibility: Town or Township 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: 6.1m (20.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 12204, Location: S 7 T 33 N R 11 W (Lat: 37.586944, Lng: -92.186500), Route carried "on" structure: County highway 2, Year Built: 1938, Year Reconstructed: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2041), Features Intersected: LITTLE PINEY CR, Facility Carried by Structure: PUMP STA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.074, Lanes on structure: 1, Owner: County Highway Agency, Maintenance Responsibility: Town or Township 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: 6.1m (20.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 12246, Location: S 4 T 33 N R 11 W (Lat: 37.593214, Lng: -92.143425), Route carried "on" structure: County highway 3, Year Built: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: PUMP STA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 12246, Location: S 4 T 33 N R 11 W (Lat: 37.593214, Lng: -92.143425), Route carried "on" structure: County highway 3, Year Built: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: PUMP STA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 17981, Location: S 34 T 35 N R 12 W (Lat: 37.716667, Lng: -92.235000), Route carried "on" structure: County highway 168, Year Built: 1940, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Features Intersected: BR ROUBIDOUX RVR, Facility Carried by Structure: SKAGWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17981, Location: S 34 T 35 N R 12 W (Lat: 37.716667, Lng: -92.235000), Route carried "on" structure: County highway 168, Year Built: 1940, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Features Intersected: BR ROUBIDOUX RVR, Facility Carried by Structure: SKAGWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17985, Location: S 3 T 34 N R 12 W (Lat: 37.710183, Lng: -92.237958), Route carried "on" structure: County highway 168, Year Built: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: SKAGWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, 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: 11.0m (36.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17985, Location: S 3 T 34 N R 12 W (Lat: 37.710183, Lng: -92.237958), Route carried "on" structure: County highway 168, Year Built: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: SKAGWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, 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: 11.0m (36.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18689, Location: S 8 T 34 N R 10 W (Lat: 37.663906, Lng: -92.052017), Route carried "on" structure: County highway 195, Year Built: 1995, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 98 (year 2040), Design Load: HS 20, Features Intersected: BIG PINEY RVR, Facility Carried by Structure: WESTERN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18689, Location: S 8 T 34 N R 10 W (Lat: 37.663906, Lng: -92.052017), Route carried "on" structure: County highway 195, Year Built: 1995, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 98 (year 2040), Design Load: HS 20, Features Intersected: BIG PINEY RVR, Facility Carried by Structure: WESTERN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19312, Location: S 26 T 35 N R 10 W (Lat: 37.723000, Lng: -91.999100), Route carried "on" structure: County highway 217, Year Built: 1900, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 46 (year 2040), Features Intersected: TEASLEY HOLLOW, Facility Carried by Structure: COUNTY RD 6410
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, 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: 3.0m (9.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 19312, Location: S 26 T 35 N R 10 W (Lat: 37.723000, Lng: -91.999100), Route carried "on" structure: County highway 217, Year Built: 1900, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 46 (year 2040), Features Intersected: TEASLEY HOLLOW, Facility Carried by Structure: COUNTY RD 6410
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, 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: 3.0m (9.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 28656, Location: S 6 T 34 N R 10 W (Lat: 37.692403, Lng: -92.073603), Route carried "on" structure: County highway 197, Year Built: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13 (year 2040), Features Intersected: BR OF BIG PINEY RV, Facility Carried by Structure: W RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28656, Location: S 6 T 34 N R 10 W (Lat: 37.692403, Lng: -92.073603), Route carried "on" structure: County highway 197, Year Built: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13 (year 2040), Features Intersected: BR OF BIG PINEY RV, Facility Carried by Structure: W RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33889, Location: S 5 T 35 N R 11 W (Lat: 37.795989, Lng: -92.164731), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,480 (year 2043), Features Intersected: TUNNEL HOLLOW CR, Facility Carried by Structure: POLLA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.9m (19.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.57m (8.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: 33889, Location: S 5 T 35 N R 11 W (Lat: 37.795989, Lng: -92.164731), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,480 (year 2043), Features Intersected: TUNNEL HOLLOW CR, Facility Carried by Structure: POLLA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.9m (19.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.57m (8.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: 3389, Location: S 6 T 28 N R 22 W (Lat: 37.159822, Lng: -93.377094), Route carried "on" structure: US 60, Year Built: 1995, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 14,469 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 22,427 (year 2041), Design Load: HS 20+Mod, Features Intersected: WILSON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 421.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.2m (69.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3389, Location: S 6 T 28 N R 22 W (Lat: 37.159822, Lng: -93.377094), Route carried "on" structure: US 60, Year Built: 1995, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 14,469 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 22,427 (year 2041), Design Load: HS 20+Mod, Features Intersected: WILSON CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 421.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.2m (69.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 3389, Location: S 6 T 35 N R 11 W (Lat: 37.791831, Lng: -92.183000), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 14.76m (48.43ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,480 (year 2043), Design Load: HS 20+Mod, Features Intersected: ROUBIDOUX CR, Facility Carried by Structure: POLLA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3389, Location: S 6 T 35 N R 11 W (Lat: 37.791831, Lng: -92.183000), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 14.76m (48.43ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 3,480 (year 2043), Design Load: HS 20+Mod, Features Intersected: ROUBIDOUX CR, Facility Carried by Structure: POLLA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35603, Location: S 21 T 35 N R 12 W (Lat: 37.745111, Lng: -92.250333), Route carried "on" structure: State highway NN, Year Built: 2017, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 378 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 567 (year 2041), Design Load: HS 20, Features Intersected: ELLIOTT BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.403, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: October 2021
Structure Number: 35603, Location: S 21 T 35 N R 12 W (Lat: 37.745111, Lng: -92.250333), Route carried "on" structure: State highway NN, Year Built: 2017, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 378 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 567 (year 2041), Design Load: HS 20, Features Intersected: ELLIOTT BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.403, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: October 2021
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Structure Number: 6451, Location: S 3 T 33 N R 12 W (Lat: 37.600958, Lng: -92.234172), Route carried "on" structure: State highway 17, Year Built: 1956, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 599 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 899 (year 2041), Design Load: H 15, Features Intersected: ROUBIDOUX CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.852, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.99m (3.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $1,131,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,696,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6451, Location: S 3 T 33 N R 12 W (Lat: 37.600958, Lng: -92.234172), Route carried "on" structure: State highway 17, Year Built: 1956, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 599 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 899 (year 2041), Design Load: H 15, Features Intersected: ROUBIDOUX CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.852, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.99m (3.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $1,131,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,696,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7141, Location: S 24 T 34 N R 11 W (Lat: 37.646914, Lng: -92.102156), Route carried "on" structure: State highway TT, Year Built: 1959, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 141 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 212 (year 2041), Design Load: H 10, Features Intersected: SNEED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.228, 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: 4.0m (13.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 7141, Location: S 24 T 34 N R 11 W (Lat: 37.646914, Lng: -92.102156), Route carried "on" structure: State highway TT, Year Built: 1959, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 141 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 212 (year 2041), Design Load: H 10, Features Intersected: SNEED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.228, 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: 4.0m (13.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 7142, Location: S 24 T 34 N R 11 W (Lat: 37.646086, Lng: -92.102306), Route carried "on" structure: State highway TT, Year Built: 1959, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 141 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 212 (year 2041), Design Load: H 10, Features Intersected: FALLS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.318, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 45.9 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 7142, Location: S 24 T 34 N R 11 W (Lat: 37.646086, Lng: -92.102306), Route carried "on" structure: State highway TT, Year Built: 1959, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 141 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 212 (year 2041), Design Load: H 10, Features Intersected: FALLS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.318, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 45.9 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 8891, Location: S 23 T 35 N R 12 W (Lat: 37.751481, Lng: -92.211778), Route carried "on" structure: State highway H, Year Built: 1955, Status: Posted for load, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 7,742 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,613 (year 2041), Design Load: H 10, Features Intersected: ROUBIDOUX CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.473, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,006,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,509,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8891, Location: S 23 T 35 N R 12 W (Lat: 37.751481, Lng: -92.211778), Route carried "on" structure: State highway H, Year Built: 1955, Status: Posted for load, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 7,742 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,613 (year 2041), Design Load: H 10, Features Intersected: ROUBIDOUX CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.473, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,006,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,509,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9323, Location: S 15 T 35 N R 10 W (Lat: 37.763861, Lng: -92.020683), Route carried "on" structure: State highway J, Year Built: 1955, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 319 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 479 (year 2041), Design Load: H 15, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.425, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.63m (2.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $659,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9323, Location: S 15 T 35 N R 10 W (Lat: 37.763861, Lng: -92.020683), Route carried "on" structure: State highway J, Year Built: 1955, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 319 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 479 (year 2041), Design Load: H 15, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.425, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.63m (2.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $659,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: AFMOHGSK00016, Location: 2.2 MILES EAST OF ROUTE 1 (Lat: 37.642583, Lng: -92.222250), Route carried "on" structure: ServiceOther road , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 60 (year 2040), Features Intersected: ROUIBIDOUX CREEK TRIBUTA, Facility Carried by Structure: CANNON RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Air Force, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: September 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: AFMOHGSK00016, Location: 2.2 MILES EAST OF ROUTE 1 (Lat: 37.642583, Lng: -92.222250), Route carried "on" structure: ServiceOther road , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 60 (year 2040), Features Intersected: ROUIBIDOUX CREEK TRIBUTA, Facility Carried by Structure: CANNON RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Air Force, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: September 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPTRAWOO0000B2, Location: BTWN TA-11 & TA-71 (Lat: 37.683231, Lng: -92.108739), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 2017), Truck Traffic: 30%, Average Future Daily Traffic: 20 (year 2043), Features Intersected: DRAINAGE TO BIG PINEY R, Facility Carried by Structure: ROUTE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: DAPTRAWOO0000B2, Location: BTWN TA-11 & TA-71 (Lat: 37.683231, Lng: -92.108739), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 2017), Truck Traffic: 30%, Average Future Daily Traffic: 20 (year 2043), Features Intersected: DRAINAGE TO BIG PINEY R, Facility Carried by Structure: ROUTE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: DAPTRAWOO0000B4, Location: ENTRANCE TO TA-221 (Lat: 37.707089, Lng: -92.155250), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 20 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 80 (year 2043), Features Intersected: STORM DRAINAGE, Facility Carried by Structure: Journal Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: DAPTRAWOO0000B4, Location: ENTRANCE TO TA-221 (Lat: 37.707089, Lng: -92.155250), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 20 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 80 (year 2043), Features Intersected: STORM DRAINAGE, Facility Carried by Structure: Journal Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: DAPTRAWOO0000B5, Location: NEAR TA-238 (Lat: 37.725719, Lng: -92.174211), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 20 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 80 (year 2043), Design Load: HL 93, Features Intersected: SMITH BRANCH CRK, Facility Carried by Structure: FLW 28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: DAPTRAWOO0000B5, Location: NEAR TA-238 (Lat: 37.725719, Lng: -92.174211), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 20 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 80 (year 2043), Design Load: HL 93, Features Intersected: SMITH BRANCH CRK, Facility Carried by Structure: FLW 28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: DAPTRAWOO0000B6, Location: NEAR TA-230 (Lat: 37.724450, Lng: -92.187819), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 80 (year 2043), Design Load: HS 20, Features Intersected: DRAINAGE TO SMITH BR CRK, Facility Carried by Structure: RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: DAPTRAWOO0000B6, Location: NEAR TA-230 (Lat: 37.724450, Lng: -92.187819), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 80 (year 2043), Design Load: HS 20, Features Intersected: DRAINAGE TO SMITH BR CRK, Facility Carried by Structure: RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: DAPTRAWOO0000B7, Location: NEAR TA-250 (Lat: 37.739511, Lng: -92.046111), Route carried "on" structure: Other road , Year Built: 1960, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 4 (year 2043), Features Intersected: LAKE OUTFALL 018, Facility Carried by Structure: LAKE PERIMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: DAPTRAWOO0000B7, Location: NEAR TA-250 (Lat: 37.739511, Lng: -92.046111), Route carried "on" structure: Other road , Year Built: 1960, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 4 (year 2043), Features Intersected: LAKE OUTFALL 018, Facility Carried by Structure: LAKE PERIMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: DAPTRAWOO0000B8, Location: ENTRANCE TO RG-50 (Lat: 37.626600, Lng: -92.231800), Route carried "on" structure: Other road , Year Built: 1960, Status: Closed, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5 (year 2015), Average Future Daily Traffic: 20 (year 2037), Design Load: HS 20, Features Intersected: TRIB TO ROUBIDOUX CRK, Facility Carried by Structure: ROUTE UA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 3.0m (9.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Critical, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2015, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: DAPTRAWOO0000B8, Location: ENTRANCE TO RG-50 (Lat: 37.626600, Lng: -92.231800), Route carried "on" structure: Other road , Year Built: 1960, Status: Closed, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5 (year 2015), Average Future Daily Traffic: 20 (year 2037), Design Load: HS 20, Features Intersected: TRIB TO ROUBIDOUX CRK, Facility Carried by Structure: ROUTE UA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 3.0m (9.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Critical, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2015, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: DAPTRAWOO0000B9, Location: INSIDE TA-403 (Lat: 37.642789, Lng: -92.222489), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 40 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 160 (year 2043), Design Load: HS 20, Features Intersected: TRIB TO ROUBIDOUX CRK, Facility Carried by Structure: ROUTE UB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, 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: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 65.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: DAPTRAWOO0000B9, Location: INSIDE TA-403 (Lat: 37.642789, Lng: -92.222489), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 40 (year 2015), Truck Traffic: 30%, Average Future Daily Traffic: 160 (year 2043), Design Load: HS 20, Features Intersected: TRIB TO ROUBIDOUX CRK, Facility Carried by Structure: ROUTE UB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, 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: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 65.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: DAPTRAWOO0000C2, Location: BTWN ORDNANCE DR/ARMY AVE (Lat: 37.770311, Lng: -92.102989), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 510 (year 2015), Truck Traffic: 50%, Average Future Daily Traffic: 560 (year 2043), Features Intersected: DRY CREEK, Facility Carried by Structure: 1ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: DAPTRAWOO0000C2, Location: BTWN ORDNANCE DR/ARMY AVE (Lat: 37.770311, Lng: -92.102989), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 510 (year 2015), Truck Traffic: 50%, Average Future Daily Traffic: 560 (year 2043), Features Intersected: DRY CREEK, Facility Carried by Structure: 1ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: DAPTRAWOO0000C3, Location: BETWEEN REPLACEMENT & MP (Lat: 37.761419, Lng: -92.108011), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 120 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 200 (year 2043), Features Intersected: DRY CRK DRAINAGE, Facility Carried by Structure: MICHIGAN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: DAPTRAWOO0000C3, Location: BETWEEN REPLACEMENT & MP (Lat: 37.761419, Lng: -92.108011), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 120 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 200 (year 2043), Features Intersected: DRY CRK DRAINAGE, Facility Carried by Structure: MICHIGAN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: DAPTRAWOO0000C4, Location: BETWEEN MICHIGAN/NEBRASKA (Lat: 37.760139, Lng: -92.109781), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 220 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 300 (year 2043), Features Intersected: DRY CRK DRAINAGE, Facility Carried by Structure: REPLACEMENT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.2m (23.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: DAPTRAWOO0000C4, Location: BETWEEN MICHIGAN/NEBRASKA (Lat: 37.760139, Lng: -92.109781), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 220 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 300 (year 2043), Features Intersected: DRY CRK DRAINAGE, Facility Carried by Structure: REPLACEMENT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.2m (23.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: DAPTRAWOO0VB001, Location: FLW 10, S. OF TOLEDO LN (Lat: 37.759731, Lng: -92.058331), Route carried "on" structure: Other road , Year Built: 1941, Status: Closed, Structure Length: 13.02m (42.72ft), Average Daily Traffic: 1,105 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,305 (year 2043), Design Load: H 15, Features Intersected: BIG PINEY RIVER, Facility Carried by Structure: E. GATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 8.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 13.83m (45.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPTRAWOO0VB001, Location: FLW 10, S. OF TOLEDO LN (Lat: 37.759731, Lng: -92.058331), Route carried "on" structure: Other road , Year Built: 1941, Status: Closed, Structure Length: 13.02m (42.72ft), Average Daily Traffic: 1,105 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,305 (year 2043), Design Load: H 15, Features Intersected: BIG PINEY RIVER, Facility Carried by Structure: E. GATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 8.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 13.83m (45.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPTRAWOO0VB002, Location: S. OF FLW 25 (Lat: 37.737019, Lng: -92.080161), Route carried "on" structure: Other road , Year Built: 1957, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2043), Features Intersected: BIG PINEY RIVER, Facility Carried by Structure: GOLF CRSE RD FLW26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 27.8m (91.2ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 9.23m (30.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: DAPTRAWOO0VB002, Location: S. OF FLW 25 (Lat: 37.737019, Lng: -92.080161), Route carried "on" structure: Other road , Year Built: 1957, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2043), Features Intersected: BIG PINEY RIVER, Facility Carried by Structure: GOLF CRSE RD FLW26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 27.8m (91.2ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 9.23m (30.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: DAPTRAWOO0VB016, Location: NEAR TA-238 (Lat: 37.755400, Lng: -92.060431), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 20 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2043), Design Load: HS 20+Mod, Features Intersected: TRIB TO BIG PINEY RIVER, Facility Carried by Structure: FLW 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.7m (25.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: DAPTRAWOO0VB016, Location: NEAR TA-238 (Lat: 37.755400, Lng: -92.060431), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 20 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2043), Design Load: HS 20+Mod, Features Intersected: TRIB TO BIG PINEY RIVER, Facility Carried by Structure: FLW 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.7m (25.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)