Bridge Statistics for Stockton, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 121ft / 37.3mTotal length
- $2,630,000Total costs
- 12,933Total average daily traffic
- 1,296Total average daily truck traffic
- 19,243Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Stockton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 11970-1979
- 41980-1989
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 61.5%Good
- 15.4%Satisfactory
- 15.4%Serious
- Bridge Condition - Superstructure
- 15.4%Excellent
- 61.5%Good
- 7.7%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 15.4%Excellent
- 38.5%Good
- 15.4%Satisfactory
- 30.8%Fair
- Bridge Condition - Channel
- 7.1%Excellent
- 7.1%Very good
- 14.3%Good
- 28.6%Satisfactory
- 42.9%Fair
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Structure Number: 11801, Location: S 8 T 34 N R 26 W (Lat: 37.699767, Lng: -93.800639), Route carried "on" structure: State highway 32, Year Built: 1999, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 7,268 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,902 (year 2041), Design Load: HS 20, Features Intersected: STOCKTON BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.360, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 11801, Location: S 8 T 34 N R 26 W (Lat: 37.699767, Lng: -93.800639), Route carried "on" structure: State highway 32, Year Built: 1999, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 7,268 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,902 (year 2041), Design Load: HS 20, Features Intersected: STOCKTON BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.360, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 20047, Location: S 1 T 34 N R 26 W (Lat: 37.716225, Lng: -93.735244), Route carried "on" structure: County highway 244, Year Built: 1989, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2040), Features Intersected: ADLER BR, Facility Carried by Structure: COUNTY RD 1801
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20047, Location: S 1 T 34 N R 26 W (Lat: 37.716225, Lng: -93.735244), Route carried "on" structure: County highway 244, Year Built: 1989, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2040), Features Intersected: ADLER BR, Facility Carried by Structure: COUNTY RD 1801
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2005, Location: S 1 T 34 N R 26 W (Lat: 37.717197, Lng: -93.725378), Route carried "on" structure: County highway 244, Year Built: 1986, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2040), Features Intersected: ALDER BR, Facility Carried by Structure: COUNTY RD 1200
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2005, Location: S 1 T 34 N R 26 W (Lat: 37.717197, Lng: -93.725378), Route carried "on" structure: County highway 244, Year Built: 1986, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2040), Features Intersected: ALDER BR, Facility Carried by Structure: COUNTY RD 1200
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2029, Location: S 11 T 34 N R 27 W (Lat: 37.703067, Lng: -93.861458), Route carried "on" structure: County highway 234, Year Built: 1986, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 94 (year 2040), Features Intersected: POLECAT CR, Facility Carried by Structure: COUNTY RD 1350
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2029, Location: S 11 T 34 N R 27 W (Lat: 37.703067, Lng: -93.861458), Route carried "on" structure: County highway 234, Year Built: 1986, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 94 (year 2040), Features Intersected: POLECAT CR, Facility Carried by Structure: COUNTY RD 1350
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20488, Location: S 13 T 34 N R 26 W (Lat: 37.684578, Lng: -93.729178), Route carried "on" structure: County highway 262, Year Built: 1925, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2040), Features Intersected: CRABTREE BR, Facility Carried by Structure: COUNTY RD 1450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20488, Location: S 13 T 34 N R 26 W (Lat: 37.684578, Lng: -93.729178), Route carried "on" structure: County highway 262, Year Built: 1925, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2040), Features Intersected: CRABTREE BR, Facility Carried by Structure: COUNTY RD 1450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20665, Location: S 13 T 34 N R 27 W (Lat: 37.680606, Lng: -93.840419), Route carried "on" structure: County highway 269, Year Built: 1972, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2040), Design Load: H 10, Features Intersected: POLECAT CR BR, Facility Carried by Structure: COUNTY RD 1500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, 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: 10.4m (34.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20665, Location: S 13 T 34 N R 27 W (Lat: 37.680606, Lng: -93.840419), Route carried "on" structure: County highway 269, Year Built: 1972, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2040), Design Load: H 10, Features Intersected: POLECAT CR BR, Facility Carried by Structure: COUNTY RD 1500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, 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: 10.4m (34.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22364, Location: S 13 T 34 N R 27 W (Lat: 37.688228, Lng: -93.850772), Route carried "on" structure: County highway 352, Year Built: 1940, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2040), Design Load: H 15, Features Intersected: POLECAT CR, Facility Carried by Structure: COUNTY RD 1450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, 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: 10.1m (33.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22364, Location: S 13 T 34 N R 27 W (Lat: 37.688228, Lng: -93.850772), Route carried "on" structure: County highway 352, Year Built: 1940, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2040), Design Load: H 15, Features Intersected: POLECAT CR, Facility Carried by Structure: COUNTY RD 1450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, 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: 10.1m (33.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Serious, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31341, Location: S 35 T 35 N R 26 W (Lat: 37.758961, Lng: -93.769628), Route carried "on" structure: County highway 1651, Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2040), Design Load: HS 20, Features Intersected: SILVER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31341, Location: S 35 T 35 N R 26 W (Lat: 37.758961, Lng: -93.769628), Route carried "on" structure: County highway 1651, Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2040), Design Load: HS 20, Features Intersected: SILVER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31662, Location: S 2 T 34 N R 26 W (Lat: 37.711869, Lng: -93.742894), Route carried "on" structure: County highway 244, Year Built: 2007, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 94 (year 2040), Design Load: HS 20, Features Intersected: BEAR CR, Facility Carried by Structure: COUNTY RD 1801
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31662, Location: S 2 T 34 N R 26 W (Lat: 37.711869, Lng: -93.742894), Route carried "on" structure: County highway 244, Year Built: 2007, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 94 (year 2040), Design Load: HS 20, Features Intersected: BEAR CR, Facility Carried by Structure: COUNTY RD 1801
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31848, Location: S 25 T 34 N R 27 W (Lat: 37.657639, Lng: -93.852697), Route carried "on" structure: County highway 350, Year Built: 2005, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Features Intersected: SNAG CR, Facility Carried by Structure: COUNTY RD 1225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31848, Location: S 25 T 34 N R 27 W (Lat: 37.657639, Lng: -93.852697), Route carried "on" structure: County highway 350, Year Built: 2005, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Features Intersected: SNAG CR, Facility Carried by Structure: COUNTY RD 1225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3868, Location: S 11 T 34 N R 26 W (Lat: 37.701064, Lng: -93.756469), Route carried "on" structure: State highway 32, Year Built: 1989, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 3,484 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 5,226 (year 2041), Design Load: HS 20, Features Intersected: SAC RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.403, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), 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: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3868, Location: S 11 T 34 N R 26 W (Lat: 37.701064, Lng: -93.756469), Route carried "on" structure: State highway 32, Year Built: 1989, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 3,484 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 5,226 (year 2041), Design Load: HS 20, Features Intersected: SAC RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.403, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), 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: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7637, Location: S 12 T 34 N R 26 W (Lat: 37.699214, Lng: -93.732819), Route carried "on" structure: State highway M, Year Built: 1953, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 778 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,128 (year 2041), Design Load: H 10, Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.603, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $685,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,028,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7637, Location: S 12 T 34 N R 26 W (Lat: 37.699214, Lng: -93.732819), Route carried "on" structure: State highway M, Year Built: 1953, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 778 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,128 (year 2041), Design Load: H 10, Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.603, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $685,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,028,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8699, Location: S 36 T 35 N R 26 W (Lat: 37.756303, Lng: -93.757881), Route carried "on" structure: State highway J, Year Built: 1932, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 774 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,122 (year 2041), Design Load: H 10, Features Intersected: SILVER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.378, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $511,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8699, Location: S 36 T 35 N R 26 W (Lat: 37.756303, Lng: -93.757881), Route carried "on" structure: State highway J, Year Built: 1932, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 774 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,122 (year 2041), Design Load: H 10, Features Intersected: SILVER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.378, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $511,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: CEPMRKMO0000003, Location: STOCKTON, MO (Lat: 37.693531, Lng: -93.769206), Route carried "on" structure: ServiceOther road , Year Built: 1965, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 179 (year 2015), Truck Traffic: 36%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: STOCKTON LAKE, Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 40.2 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: 31.1 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.84m (35.56ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $60,000, Total Project Cost: $905,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: CEPMRKMO0000003, Location: STOCKTON, MO (Lat: 37.693531, Lng: -93.769206), Route carried "on" structure: ServiceOther road , Year Built: 1965, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 179 (year 2015), Truck Traffic: 36%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: STOCKTON LAKE, Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 40.2 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: 31.1 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.84m (35.56ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $60,000, Total Project Cost: $905,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete