Bridge Statistics for Bakersfield, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 3766,  Location: S 25 T 30 N R 21 W (Lat: 37.294236,  Lng: -93.192458),  Route carried "on" structure: State highway AA,  Year Built: 1989,  Status: Posted for load,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 2,241 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,586 (year 2041),  Design Load: H 20,  Features Intersected: POTTER BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.462,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4359,  Location: S 14 T 21 N R 11 W (Lat: 36.500000,  Lng: -92.139206),  Route carried "on" structure: State highway AR,  Year Built: 1988,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 167 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 267 (year 2041),  Design Load: H 10,  Features Intersected: BENNETT BYU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.4 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

Find on map >>   Show street view

Structure Number: 5616,  Location: S 33 T 47 N R 2 E (Lat: 38.786889,  Lng: -90.803608),  Route carried "on" structure: ServiceState highway 64,  Year Built: 1935,  Year Reconstructed: 1977,  Status: Posted for load,  Structure Length: 7.02m (23.03ft),  Average Daily Traffic: 2,288 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,462 (year 2041),  Design Load: H 20,  Features Intersected: PERUQUE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.445,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $684,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,026,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7634,  Location: S 2 T 21 N R 11 W (Lat: 36.522389,  Lng: -92.140661),  Route carried "on" structure: State highway 142,  Year Built: 1953,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 584 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 934 (year 2041),  Design Load: H 10,  Features Intersected: BENNETT BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.183,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 26.1 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: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $560,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $840,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7667,  Location: S 16 T 22 N R 11 W (Lat: 36.578000,  Lng: -92.173628),  Route carried "on" structure: State highway V,  Year Built: 1954,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 273 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 437 (year 2041),  Design Load: H 10,  Features Intersected: SCOFIELD HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.943,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.4 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 7668,  Location: S 15 T 22 N R 11 W (Lat: 36.574528,  Lng: -92.170686),  Route carried "on" structure: State highway V,  Year Built: 1954,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 273 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 437 (year 2041),  Design Load: H 10,  Features Intersected: S BRIDGES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.440,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 7863,  Location: S 32 T 22 N R 11 W (Lat: 36.539142,  Lng: -92.192561),  Route carried "on" structure: State highway O,  Year Built: 1954,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 588 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 941 (year 2041),  Design Load: H 10,  Features Intersected: BARREN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.001,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 816,  Location: S 30 T 22 N R 10 W (Lat: 36.549789,  Lng: -92.100233),  Route carried "on" structure: State highway YY,  Year Built: 1962,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 121 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 182 (year 2041),  Design Load: H 15,  Features Intersected: HALSEY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.027,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 8579,  Location: S 35 T 22 N R 11 W (Lat: 36.540339,  Lng: -92.138692),  Route carried "on" structure: State highway 101,  Year Built: 1930,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 2,697 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,315 (year 2041),  Design Load: H 10,  Features Intersected: DRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.803,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: 9472,  Location: S 30 T 22 N R 10 W (Lat: 36.552003,  Lng: -92.100256),  Route carried "on" structure: State highway YY,  Year Built: 1934,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 121 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 182 (year 2041),  Design Load: H 10,  Features Intersected: BENNETT BYU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.776,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 23.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.25m (0.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $256,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $384,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up