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

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Structure Number: 1184,  Location: S 28 T 29 N R 23 W (Lat: 37.195989,  Lng: -93.444536),  Route carried "on" structure: Ramp State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 787 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,220 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: IS 44,  Facility Carried by Structure: RP IS44W TO MO360E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.653,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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: 11841,  Location: S 28 T 29 N R 23 W (Lat: 37.196183,  Lng: -93.444353),  Route carried "on" structure: State highway 360,  Year Built: 1999,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 6,373 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,878 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.062,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum 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: 1392,  Location: S 27 T 28 N R 24 W (Lat: 37.110489,  Lng: -93.544111),  Route carried "on" structure: County highway 51,  Year Built: 1900,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 289 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 592 (year 2040),  Features Intersected: BR OF PICKERING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.567,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

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: 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: May 2020

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Structure Number: 148,  Location: S 30 T 29 N R 23 W (Lat: 37.185589,  Lng: -93.493628),  Route carried "on" structure: Interstate 44,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 18,297 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 28,360 (year 2041),  Design Load: HS 20,  Features Intersected: POND CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.420,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  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 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: 15,  Location: S 27 T 29 N R 23 W (Lat: 37.197064,  Lng: -93.439022),  Route carried "on" structure: Interstate 44,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 37,995 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 58,892 (year 2041),  Design Load: HS 20,  Features Intersected: SAC RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.450,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 15255,  Location: S 4 T 27 N R 24 W (Lat: 37.081889,  Lng: -93.463194),  Route carried "on" structure: County highway 89,  Year Built: 1998,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 45 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 90 (year 2041),  Design Load: HS 20,  Features Intersected: TERRELL CR,  Facility Carried by Structure: DAVIS BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.605,  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: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17587,  Location: S 4 T 28 N R 23 W (Lat: 37.163378,  Lng: -93.455764),  Route carried "on" structure: County highway 156,  Year Built: 1996,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 96 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 197 (year 2040),  Design Load: HS 20,  Features Intersected: POND CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.519,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.5 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: Equal to present desirable criteria,  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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 17709,  Location: S 6 T 28 N R 23 W (Lat: 37.162992,  Lng: -93.494625),  Route carried "on" structure: County highway 160,  Year Built: 1900,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 66 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 135 (year 2040),  Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1771,  Location: S 4 T 28 N R 23 W (Lat: 37.162000,  Lng: -93.453544),  Route carried "on" structure: County highway 160,  Year Built: 1900,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 136 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 279 (year 2040),  Features Intersected: BR OF PD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17987,  Location: S 10 T 28 N R 24 W (Lat: 37.144753,  Lng: -93.544589),  Route carried "on" structure: County highway 168,  Year Built: 1989,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 180 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 369 (year 2040),  Features Intersected: PICKERING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.955,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.41m (1.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $306,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18151,  Location: S 14 T 28 N R 24 W (Lat: 37.134072,  Lng: -93.528969),  Route carried "on" structure: County highway 174,  Year Built: 1989,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 67 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 137 (year 2040),  Features Intersected: BR OF PICKERING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.564,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18538,  Location: S 27 T 28 N R 24 W (Lat: 37.108597,  Lng: -93.539519),  Route carried "on" structure: County highway 188,  Year Built: 1900,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 93 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 191 (year 2040),  Features Intersected: BR OF PICKERING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: 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: 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: May 2020

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Structure Number: 2708,  Location: S 5 T 27 N R 23 W (Lat: 37.077333,  Lng: -93.476361),  Route carried "on" structure: State highway P,  Year Built: 1993,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 4,961 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,410 (year 2041),  Design Load: HS 20,  Features Intersected: BR OF TERRELL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.447,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 2709,  Location: S 5 T 27 N R 23 W (Lat: 37.076300,  Lng: -93.475117),  Route carried "on" structure: State highway P,  Year Built: 1993,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 4,961 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,410 (year 2041),  Design Load: HS 20,  Features Intersected: TERRELL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.321,  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: 19.4m (63.6ft),  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: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 28148,  Location: S 10 T 28 N R 24 W (Lat: 37.145131,  Lng: -93.537344),  Route carried "on" structure: County highway 168,  Year Built: 1997,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 226 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 463 (year 2040),  Design Load: HS 20,  Features Intersected: PICKERING CR E FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: May 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: 29474,  Location: S 36 T 29 N R 24 W (Lat: 37.170558,  Lng: -93.501058),  Route carried "on" structure: County highway 156,  Year Built: 2002,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 489 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,002 (year 2040),  Design Load: HS 20,  Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.012,  Lanes on structure: 2,  Owner: County 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)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 90.0 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: May 2020

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Structure Number: 29476,  Location: S 2 T 28 N R 24 W (Lat: 37.170706,  Lng: -93.524831),  Route carried "on" structure: County highway 156,  Year Built: 2003,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 280 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 574 (year 2040),  Design Load: HS 20,  Features Intersected: PICKEREL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.564,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 30744,  Location: S 25 T 29 N R 24 W (Lat: 37.192547,  Lng: -93.501978),  Route carried "on" structure: County highway 144,  Year Built: 2004,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 345 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 707 (year 2040),  Design Load: HS 20,  Features Intersected: POND CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.012,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31448,  Location: S 19 T 29 N R 23 W (Lat: 37.205711,  Lng: -93.477622),  Route carried "on" structure: State highway T,  Year Built: 2006,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 887 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,419 (year 2041),  Design Load: HS 20,  Features Intersected: BENNETT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.194,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 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: Superior 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

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Structure Number: 3379,  Location: S 31 T 29 N R 23 W (Lat: 37.171128,  Lng: -93.478992),  Route carried "on" structure: State highway N,  Year Built: 2011,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,058 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,093 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: POND CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.023,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $394,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $591,000 ( Estimate for 2022),  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: 34497,  Location: S 2 T 28 N R 22 W (Lat: 37.111050,  Lng: -93.434939),  Route carried "on" structure: County highway 99,  Year Built: 2014,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 10 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 21 (year 2040),  Design Load: HS 20,  Features Intersected: BR OF LIT SAC RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Bituminous

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Structure Number: 34593,  Location: S 22 T 29 N R 23 W (Lat: 37.200600,  Lng: -93.422100),  Route carried "on" structure: State highway B,  Year Built: 2014,  Status: Open,  Structure Length: 5.23m (17.16ft),  Average Daily Traffic: 6,615 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,584 (year 2041),  Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum 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: 34781,  Location: S 24 T 29 N R 24 W (Lat: 37.201333,  Lng: -93.509389),  Route carried "on" structure: County highway 65,  Year Built: 2013,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 103 (year 2040),  Design Load: HS 20,  Features Intersected: SAC RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 34782,  Location: S 25 T 29 N R 24 W (Lat: 37.197389,  Lng: -93.509444),  Route carried "on" structure: County highway 65,  Year Built: 2013,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 103 (year 2040),  Design Load: HS 20,  Features Intersected: POND CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 34788,  Location: S 30 T 29 N R 23 W (Lat: 37.188911,  Lng: -93.478400),  Route carried "on" structure: State highway N,  Year Built: 2014,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 5,058 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,093 (year 2041),  Features Intersected: IS 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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

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Structure Number: 36017,  Location: S 1 T 27 N R 24 W (Lat: 37.071317,  Lng: -93.509808),  Route carried "on" structure: County highway 58,  Year Built: 2018,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 60 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2041),  Design Load: HS 20,  Features Intersected: TERRELL CR,  Facility Carried by Structure: TERRILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 61.2 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36072,  Location: S 2 T 28 N R 24 W (Lat: 37.156083,  Lng: -93.532861),  Route carried "on" structure: State highway TT,  Year Built: 2019,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 235 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 376 (year 2041),  Features Intersected: PICKEREL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.102,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 36456,  Location: S 29 T 29 N R 23 W (Lat: 37.198000,  Lng: -93.459664),  Route carried "on" structure: County highway 89,  Year Built: 2018,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 221 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 453 (year 2040),  Design Load: HS 20,  Features Intersected: SAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.106,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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 2021

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Structure Number: 36458,  Location: S 22 T 28 N R 23 W (Lat: 37.117983,  Lng: -93.438208),  Route carried "on" structure: County highway 182,  Year Built: 2011,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 2,237 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,586 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.128,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 14.0m (45.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 36496,  Location: S 5 T 28 N R 23 W (Lat: 37.163889,  Lng: -93.465556),  Route carried "on" structure: County highway 87,  Year Built: 2020,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 202 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 414 (year 2040),  Design Load: HS 20,  Features Intersected: POND CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.467,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36577,  Location: S 14 T 28 N R 23 W (Lat: 37.124961,  Lng: -93.412475),  Route carried "on" structure: County highway 178,  Year Built: 2012,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 132 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 271 (year 2041),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.381,  Lanes on structure: 2,  Owner: County 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: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Excellent,  Inventory Rating: 87.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 3733,  Location: S 35 T 28 N R 23 W (Lat: 37.081786,  Lng: -93.417344),  Route carried "on" structure: State highway ZZ,  Year Built: 1989,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1,986 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,873 (year 2041),  Design Load: H 20,  Features Intersected: TERRELL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.528,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 3877,  Location: S 19 T 29 N R 23 W (Lat: 37.208214,  Lng: -93.487650),  Route carried "on" structure: State highway 266,  Year Built: 1989,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 1,983 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,173 (year 2041),  Design Load: HS 20,  Features Intersected: BR OF SAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.657,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 5489,  Location: S 22 T 28 N R 24 W (Lat: 37.119675,  Lng: -93.550283),  Route carried "on" structure: State highway 174,  Year Built: 1930,  Year Reconstructed: 1946,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,526 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,642 (year 2041),  Design Load: H 15,  Features Intersected: PICKEREL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.117,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: January 2021

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Structure Number: 6370002P,  Location: 0.70 MILES FROM VISITOR C (Lat: 37.117031,  Lng: -93.409850),  Route carried "on" structure: Federal lands road 500,  Year Built: 1986,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 55 (year 2040),  Design Load: H 20,  Features Intersected: WILSON'S CREEK TRIBUTARY,  Facility Carried by Structure: TOUR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.890,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.06m (0.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $21,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6370003P,  Location: 0.80 MILES FROM VISITOR C (Lat: 37.115944,  Lng: -93.406500),  Route carried "on" structure: Federal lands road 500,  Year Built: 1986,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 55 (year 2040),  Design Load: H 20,  Features Intersected: WILSON'S CREEK,  Facility Carried by Structure: TOUR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.130,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.96m (26.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $93,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6784,  Location: S 7 T 28 N R 23 W (Lat: 37.154206,  Lng: -93.489183),  Route carried "on" structure: State highway TT,  Year Built: 1956,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 235 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 376 (year 2041),  Design Load: H 10,  Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.079,  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: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 8001,  Location: S 26 T 28 N R 23 W (Lat: 37.099039,  Lng: -93.417028),  Route carried "on" structure: State highway ZZ,  Year Built: 1956,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 8,332 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,331 (year 2041),  Design Load: H 10,  Features Intersected: SCHULER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.641,  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: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: January 2021

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Structure Number: 869,  Location: S 18 T 29 N R 23 W (Lat: 37.217886,  Lng: -93.483456),  Route carried "on" structure: State highway T,  Year Built: 1933,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 925 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,480 (year 2041),  Design Load: H 10,  Features Intersected: BRANCH OF SAC RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.606,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  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: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2022)

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Structure Number: 1184,  Location: S 28 T 29 N R 23 W (Lat: 37.195989,  Lng: -93.444536),  Route carried "under" structure: Interstate 44,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 20,154 (year 2021),  Truck Traffic: 26%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 360.848,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 1184,  Location: S 28 T 29 N R 23 W (Lat: 37.195989,  Lng: -93.444536),  Route carried "under" structure: Interstate 44,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 17,841 (year 2021),  Truck Traffic: 26%,  Features Intersected: IS 44
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 110.953,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 11841,  Location: S 28 T 29 N R 23 W (Lat: 37.196183,  Lng: -93.444353),  Route carried "under" structure: Interstate 44,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 17,841 (year 2021),  Truck Traffic: 26%,  Features Intersected: IS 44,  Facility Carried by Structure: MO 360 W
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 110.977,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 11841,  Location: S 28 T 29 N R 23 W (Lat: 37.196183,  Lng: -93.444353),  Route carried "under" structure: Interstate 44,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 20,154 (year 2021),  Truck Traffic: 26%,  Features Intersected: IS 44,  Facility Carried by Structure: MO 360 W
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 360.824,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 34593,  Location: S 22 T 29 N R 23 W (Lat: 37.200600,  Lng: -93.422100),  Route carried "under" structure: Interstate 44,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 17,841 (year 2021),  Truck Traffic: 26%,  Features Intersected: IS 44,  Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 112.921,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 34593,  Location: S 22 T 29 N R 23 W (Lat: 37.200600,  Lng: -93.422100),  Route carried "under" structure: Interstate 44,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 17,526 (year 2021),  Truck Traffic: 26%,  Features Intersected: IS 44,  Facility Carried by Structure: RT B S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 358.868,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 34788,  Location: S 30 T 29 N R 23 W (Lat: 37.188911,  Lng: -93.478400),  Route carried "under" structure: Interstate 44,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 18,297 (year 2021),  Truck Traffic: 26%,  Features Intersected: IS 44,  Facility Carried by Structure: RT N S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 107.844,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 34788,  Location: S 30 T 29 N R 23 W (Lat: 37.188911,  Lng: -93.478400),  Route carried "under" structure: Interstate 44,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 24,029 (year 2021),  Truck Traffic: 26%,  Features Intersected: IS 44,  Facility Carried by Structure: RT N S
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 363.947,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.6m (84.0ft)