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


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 112ft / 34.2mTotal length
  • 97,932Total average daily traffic
  • 7,637Total average daily truck traffic
  • 170,964Total future (year 2040) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Murphy
  • No street view available for this location

New bridges in Murphy, MO - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 31970-1979
  • 82000-2009
  • 42010-2019
Reconstructed bridges in Murphy, MO - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31990-1999
  • 02000-2009
  • 12010-2019
Average Bridge Daily Traffic in Murphy, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 40.0%Good
  • 40.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 30.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 30.0%Very good
  • 30.0%Good
  • 30.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 6.3%Very good
  • 37.5%Good
  • 43.8%Satisfactory
  • 12.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 33.3%Satisfactory
  • 16.7%Fair
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Structure Number: 14067,  Location: S 301 T 43 N R 5 E (Lat: 38.494350,  Lng: -90.467539),  Route carried "on" structure: County highway 47,  Year Built: 2000,  Status: Posted for load,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 4,108 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,984 (year 2041),  Design Load: HS 20,  Features Intersected: SALINE CR,  Facility Carried by Structure: DELORES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other
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Structure Number: 14178,  Location: S 301 T 43 N R 5 E (Lat: 38.491392,  Lng: -90.459675),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,104 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,277 (year 2041),  Design Load: HS 20,  Features Intersected: SALINE CR,  Facility Carried by Structure: SALINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1419,  Location: S 16 T 43 N R 5 E (Lat: 38.473933,  Lng: -90.467400),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,650 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,505 (year 2041),  Design Load: HS 20,  Features Intersected: SUGAR CR,  Facility Carried by Structure: SALINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other
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Structure Number: 15701,  Location: S 32 T 44 N R 5 E (Lat: 38.511031,  Lng: -90.474506),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,345 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,916 (year 2040),  Design Load: HS 20,  Features Intersected: FENTON CR,  Facility Carried by Structure: BOWLES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 74.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 2331,  Location: S 3011 T 47 N R 5 E (Lat: 38.481594,  Lng: -90.442378),  Route carried "on" structure: State highway 141,  Year Built: 1974,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 14,844 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,461 (year 2041),  Design Load: HS 20,  Features Intersected: SALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.159,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2966,  Location: S 6 T 43 N R 5 E (Lat: 38.494439,  Lng: -90.492072),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,032 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,454 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SALINE CR,  Facility Carried by Structure: NEW SUGAR CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021
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Structure Number: 3124,  Location: S 3013 T 43 N R 5 E (Lat: 38.481978,  Lng: -90.441242),  Route carried "on" structure: County highway 62,  Year Built: 2006,  Status: Posted for load,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 2,266 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,852 (year 2041),  Design Load: HS 20,  Features Intersected: SALINE CR,  Facility Carried by Structure: OLD HWY 141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Other
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Structure Number: 3138,  Location: S 10 T 43 N R 5 E (Lat: 38.484358,  Lng: -90.444789),  Route carried "on" structure: City street 427,  Year Built: 2001,  Year Reconstructed: 2017,  Status: Posted for load,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,020 (year 2041),  Design Load: HS 20,  Features Intersected: SALINE CR,  Facility Carried by Structure: 13TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.2 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: 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: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32013,  Location: S 5 T 43 N R 5 E (Lat: 38.486667,  Lng: -90.487222),  Route carried "on" structure: County highway 47,  Year Built: 2007,  Status: Posted for load,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 8,818 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,991 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB TO SALINE CR,  Facility Carried by Structure: SUGAR CR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 65.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 32024,  Location: S 301 T 43 N R 5 E (Lat: 38.468889,  Lng: -90.439167),  Route carried "on" structure: County highway 68,  Year Built: 2008,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,711 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,409 (year 2041),  Design Load: HS 20,  Features Intersected: SUGAR CR,  Facility Carried by Structure: ROMAINE CR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35135,  Location: S 3011 T 43 N R 5 E (Lat: 38.462500,  Lng: -90.450278),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 2,527 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,296 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROMAINE CR,  Facility Carried by Structure: KONERT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35253,  Location: S 31 T 44 N R 5 E (Lat: 38.507756,  Lng: -90.505247),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 254 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 406 (year 2040),  Design Load: HS 20,  Features Intersected: WILLIAMS CR,  Facility Carried by Structure: SPRING LILLY COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 35273,  Location: S 16 T 43 N R 5 E (Lat: 38.457289,  Lng: -90.467978),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 372 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 632 (year 2041),  Features Intersected: ROMAINE CR,  Facility Carried by Structure: ROMAINE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021
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Structure Number: 36112,  Location: S 664 T 43 N R 5 E (Lat: 38.468200,  Lng: -90.437100),  Route carried "on" structure: County highway 811,  Year Built: 2004,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 170 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 289 (year 2041),  Features Intersected: SUGAR CR,  Facility Carried by Structure: CALEB CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36191,  Location: S 1331 T 43 N R 5 E (Lat: 38.495369,  Lng: -90.477431),  Route carried "on" structure: State highway 30,  Year Built: 2019,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 31,931 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,072 (year 2041),  Features Intersected: SALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.787,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 91.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: December 2020
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Structure Number: 36212,  Location: S 144 T 43 N R 5 E (Lat: 38.461194,  Lng: -90.447517),  Route carried "on" structure: County highway 844,  Year Built: 2015,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB TO ROMAINE CR,  Facility Carried by Structure: KONERT LK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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: January 2021
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