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


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 157ft / 48mTotal length
  • $1,042,000Total costs
  • 23,420Total average daily traffic
  • 6,993Total average daily truck traffic
  • 30,883Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Shelbina
  • No street view available for this location

New bridges in Shelbina, MO - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 11920-1929
  • 11930-1939
  • 31980-1989
  • 61990-1999
  • 82000-2009
  • 12010-2018
Average Bridge Daily Traffic in Shelbina, MO
Average Bridge Truck Traffic in Shelbina, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 30.8%Very good
  • 46.2%Good
  • 7.7%Satisfactory
  • 7.7%Fair
  • 7.7%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 30.8%Excellent
  • 15.4%Very good
  • 23.1%Good
  • 7.7%Satisfactory
  • 15.4%Fair
  • 7.7%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 30.8%Excellent
  • 15.4%Very good
  • 30.8%Good
  • 23.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Very good
  • 25.0%Good
  • 43.8%Satisfactory
  • 18.8%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Excellent
  • 60.0%Good
  • 20.0%Satisfactory
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Structure Number: 21008,  Location: S 14 T 57 N R 11 W (Lat: 39.743556,  Lng: -92.092389),  Route carried "on" structure: County highway 285,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 75 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 94 (year 2036),  Design Load: HS 20,  Features Intersected: BRIGGS BR,  Facility Carried by Structure: COUNTY RD 322
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21112,  Location: S 18 T 57 N R 10 W (Lat: 39.741111,  Lng: -92.065472),  Route carried "on" structure: County highway 290,  Year Built: 1920,  Status: Posted for load,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 63 (year 2036),  Features Intersected: SALT RVR,  Facility Carried by Structure: COUNTY RD 345
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 11.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Critical Feature Inspection Date: March 2018,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $426,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21294,  Location: S 15 T 57 N R 10 W (Lat: 39.743000,  Lng: -92.001667),  Route carried "on" structure: County highway 300,  Year Built: 2001,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 65 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 81 (year 2036),  Design Load: HS 20,  Features Intersected: SALT RVR,  Facility Carried by Structure: COUNTY RD 353
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 78.3 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21386,  Location: S 23 T 57 N R 10 W (Lat: 39.725194,  Lng: -91.988917),  Route carried "on" structure: County highway 304,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 30 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 38 (year 2036),  Features Intersected: CREEK,  Facility Carried by Structure: COUNTY RD 468
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018
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Structure Number: 21452,  Location: S 36 T 57 N R 10 W (Lat: 39.703000,  Lng: -91.976500),  Route carried "on" structure: County highway 307,  Year Built: 1910,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 15 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 19 (year 2036),  Features Intersected: CREEK,  Facility Carried by Structure: COUNTY RD 453
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Critical Feature Inspection Date: March 2016,  Bridge Improvement Cost: $108,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $163,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 23271,  Location: S 10 T 56 N R 10 W (Lat: 39.665083,  Lng: -91.997639),  Route carried "on" structure: County highway 399,  Year Built: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 63 (year 2036),  Features Intersected: BRANCH,  Facility Carried by Structure: COUNTY RD 449
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018
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Structure Number: 23309,  Location: S 3 T 56 N R 10 W (Lat: 39.674639,  Lng: -92.003722),  Route carried "on" structure: County highway 402,  Year Built: 1991,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 63 (year 2036),  Features Intersected: BRANCH,  Facility Carried by Structure: COUNTY RD 464
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018
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Structure Number: 24761,  Location: S 14 T 56 N R 10 W (Lat: 39.652528,  Lng: -91.980667),  Route carried "on" structure: County highway 547,  Year Built: 1999,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 25 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 32 (year 2036),  Design Load: HS 20,  Features Intersected: BRUSH CR,  Facility Carried by Structure: COUNTY RD 394
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 74.7 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 24772,  Location: S 22 T 56 N R 10 W (Lat: 39.638278,  Lng: -92.011389),  Route carried "on" structure: County highway 549,  Year Built: 1994,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 63 (year 2036),  Design Load: HS 20,  Features Intersected: CLEAR CR,  Facility Carried by Structure: COUNTY RD 386
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24812,  Location: S 27 T 56 N R 10 W (Lat: 39.629111,  Lng: -92.002972),  Route carried "on" structure: County highway 556,  Year Built: 1989,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 25 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 31 (year 2036),  Features Intersected: CLEAR CR,  Facility Carried by Structure: COUNTY RD 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.8 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2482,  Location: S 17 T 56 N R 10 W (Lat: 39.648889,  Lng: -92.054583),  Route carried "on" structure: County highway 558,  Year Built: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 24 (year 2036),  Design Load: H 10,  Features Intersected: BRANCH,  Facility Carried by Structure: COUNTY RD 239
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 0.5m (1.6ft),  Out-to-Out Width: 0.5m (1.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 28.8 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $104,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 29189,  Location: S 9 T 56 N R 10 W (Lat: 39.669617,  Lng: -92.035136),  Route carried "on" structure: State highway 15,  Year Built: 2002,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,096 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,698 (year 2036),  Design Load: HS 20,  Features Intersected: CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.446,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.7m (38.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29333,  Location: S 32 T 57 N R 10 W (Lat: 39.697883,  Lng: -92.038903),  Route carried "on" structure: State highway 15,  Year Built: 2002,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 3,389 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,252 (year 2036),  Design Load: HS 20,  Features Intersected: US 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.676,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.8m (143.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  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: 29333,  Location: S 32 T 57 N R 10 W (Lat: 39.697883,  Lng: -92.038903),  Route carried "under" structure: US 36,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 2,868 (year 2016),  Truck Traffic: 40%,  Features Intersected: US 36,  Facility Carried by Structure: MO 15 S
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 247.695,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.8m (143.7ft)

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Structure Number: 29333,  Location: S 32 T 57 N R 10 W (Lat: 39.697883,  Lng: -92.038903),  Route carried "under" structure: US 36,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 2,771 (year 2016),  Truck Traffic: 36%,  Features Intersected: US 36,  Facility Carried by Structure: MO 15 S
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 62.348,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.8m (143.7ft)

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Structure Number: 30293,  Location: S 20 T 57 N R 10 W (Lat: 39.726139,  Lng: -92.043583),  Route carried "on" structure: City street 3965,  Year Built: 1938,  Status: Posted for load,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 68 (year 2036),  Features Intersected: SHELBINA CITY LK,  Facility Carried by Structure: GOLF COURSE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 0.4m (1.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 18.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $349,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32036,  Location: S 33 T 57 N R 10 W (Lat: 39.692228,  Lng: -92.023847),  Route carried "on" structure: US 36,  Year Built: 2007,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 6,724 (year 2016),  Truck Traffic: 42%,  Average Future Daily Traffic: 12,775 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 249.209,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017
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Structure Number: 32164,  Location: S 25 T 57 N R 11 W (Lat: 39.704989,  Lng: -92.086383),  Route carried "on" structure: US 36,  Year Built: 2007,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 3,868 (year 2016),  Truck Traffic: 36%,  Average Future Daily Traffic: 7,349 (year 2036),  Design Load: HS 20,  Features Intersected: RT FF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.506,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 8.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  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: 32164,  Location: S 25 T 57 N R 11 W (Lat: 39.704989,  Lng: -92.086383),  Route carried "under" structure: State highway FF,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 148 (year 2016),  Truck Traffic: 3%,  Features Intersected: RT FF,  Facility Carried by Structure: US 36 W
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 34785,  Location: S 11 T 56 N R 11 W (Lat: 39.666028,  Lng: -92.105167),  Route carried "on" structure: County highway 387,  Year Built: 2014,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 30 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 38 (year 2036),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: COUNTY RD 423
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Excellent,  Operating Rating: 5.4 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: 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: March 2016
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Structure Number: 3648,  Location: S 17 T 57 N R 10 W (Lat: 39.741106,  Lng: -92.041239),  Route carried "on" structure: State highway 15,  Year Built: 1986,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,021 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,132 (year 2036),  Design Load: HS 20,  Features Intersected: SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.847,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  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: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.1 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: 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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