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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 35
Total length: 214 meters (702ft)
Total costs: $22,982,000
Total average daily traffic: 167,086
Total average daily truck traffic: 27,762
National Bridge Inventory (NBI) Registered Bridges for Carthage
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New bridges - Historical Statistics

  • 1920-1929: 6
  • 1930-1939: 7
  • 1940-1949: 3
  • 1950-1959: 5
  • 1960-1969: 1
  • 1970-1979: 0
  • 1980-1989: 13

Reconstructed bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 1
  • 1970-1979: 0
  • 1980-1989: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 14636,  Location: S 5 T 28 N R 31 W (Lat: 37.176569,  Lng: -94.344764),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Posted for load,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 3,600 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,400 (year 2031),  Features Intersected: TRIB OF SPRING RVR, ABAN,  Facility Carried by Structure: OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 12.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Critical Feature Inspection Date: March 11,  Bridge Improvement Cost: $1,562,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $2,343,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14639,  Location: S 5 T 28 N R 31 W (Lat: 37.177742,  Lng: -94.330072),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 300 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 450 (year 2031),  Design Load: H 15,  Features Intersected: DRAIN DTCH,  Facility Carried by Structure: OLIVE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  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: 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: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14642,  Location: S 3 T 28 N R 31 W (Lat: 37.176914,  Lng: -94.302550),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 400 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2031),  Design Load: H 10,  Features Intersected: TRIB OF SPRING RVR,  Facility Carried by Structure: THIRD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Excellent,  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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.17m (0.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $231,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14643,  Location: S 33 T 29 N R 31 W (Lat: 37.186894,  Lng: -94.310786),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 20 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 30 (year 2031),  Design Load: H 20,  Features Intersected: MILL RACE,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14644,  Location: S 4 T 28 N R 31 W (Lat: 37.183206,  Lng: -94.315544),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 800 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,200 (year 2031),  Design Load: H 10,  Features Intersected: MNA RR,  Facility Carried by Structure: MACGREGOR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 16.2 metric tons,  Inventory Rating: 8.1 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $649,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $974,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14646,  Location: S 4 T 28 N R 31 W (Lat: 37.176483,  Lng: -94.318375),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,800 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,200 (year 2031),  Features Intersected: MNA RR,  Facility Carried by Structure: OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.6m (18.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 11.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $454,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14651,  Location: S 4 T 28 N R 31 W (Lat: 37.175147,  Lng: -94.318489),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2031),  Features Intersected: MNA RR,  Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 7.2 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: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: March 11,  Critical Feature Inspection Date: Febuary 12,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $262,000 ( Estimate for 2012),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14655,  Location: S 4 T 28 N R 31 W (Lat: 37.173756,  Lng: -94.318511),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2031),  Features Intersected: MNA RR,  Facility Carried by Structure: SYCAMORE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: March 11,  Critical Feature Inspection Date: Febuary 12,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $206,000 ( Estimate for 2012),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14659,  Location: S 33 T 29 N R 31 W (Lat: 37.185094,  Lng: -94.316558),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2031),  Features Intersected: MNA RR,  Facility Carried by Structure: HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 15.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.56m (1.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $607,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $910,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14663,  Location: S 3 T 28 N R 31 W (Lat: 37.178483,  Lng: -94.302872),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,200 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,800 (year 2031),  Features Intersected: CITY DRAIN,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 0.17m (0.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $219,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14665,  Location: S 3 T 28 N R 31 W (Lat: 37.175164,  Lng: -94.300417),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,200 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,800 (year 2031),  Features Intersected: DRAIN DTCH,  Facility Carried by Structure: RIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14666,  Location: S 11 T 28 N R 31 W (Lat: 37.165497,  Lng: -94.291639),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2031),  Features Intersected: TRIB OF SPRING RVR,  Facility Carried by Structure: THIRTEENTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14669,  Location: S 33 T 29 N R 31 W (Lat: 37.186333,  Lng: -94.313747),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 15.61m (51.21ft),  Average Daily Traffic: 2,500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,750 (year 2031),  Design Load: H 15,  Features Intersected: SPRING RVR,  Facility Carried by Structure: GARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $2,065,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $3,098,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1467,  Location: S 33 T 29 N R 31 W (Lat: 37.185894,  Lng: -94.313764),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Posted for load,  Structure Length: 18.75m (61.52ft),  Average Daily Traffic: 2,500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,750 (year 2031),  Design Load: H 15,  Features Intersected: MNA RR, SPRING RVR,  Facility Carried by Structure: GARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 9.0 metric tons,  Inventory Rating: 5.4 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.94m (6.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $2,441,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $3,662,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 14671,  Location: S 4 T 28 N R 31 W (Lat: 37.182803,  Lng: -94.313892),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 15.06m (49.41ft),  Average Daily Traffic: 2,500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,750 (year 2031),  Design Load: H 15,  Features Intersected: CLAXTON ST, MNA RR,  Facility Carried by Structure: GARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.283,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Bridge Improvement Cost: $1,352,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,028,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2982,  Location: S 5 T 28 N R 31 W (Lat: 37.176528,  Lng: -94.333086),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 3,602 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,583 (year 2032),  Design Load: HS 20,  Features Intersected: US 71, RP US71N TO MO96,,  Facility Carried by Structure: OAK ST E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Other Special Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 2983,  Location: S 8 T 28 N R 31 W (Lat: 37.167536,  Lng: -94.334803),  Route carried "on" structure: US 71,  Year Built: 1983,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 6,737 (year 2011),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,126 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CST ROBERT ELLIS YOUNG D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 419.560,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  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: 2984,  Location: S 8 T 28 N R 31 W (Lat: 37.167556,  Lng: -94.334467),  Route carried "on" structure: US 71,  Year Built: 1983,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 6,827 (year 2011),  Truck Traffic: 24%,  Average Future Daily Traffic: 12,288 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CST ROBERT ELLIS YOUNG D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.221,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  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: 2985,  Location: S 8 T 28 N R 31 W (Lat: 37.154783,  Lng: -94.331989),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 2,628 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,073 (year 2032),  Design Load: H 20,  Features Intersected: US 71,  Facility Carried by Structure: W FAIRVIEW AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.969,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  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: 2986,  Location: S 16 T 28 N R 31 W (Lat: 37.148889,  Lng: -94.328564),  Route carried "on" structure: US 71,  Year Built: 1983,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 6,736 (year 2011),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,124 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MNA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 421.768,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 80.1 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 2987,  Location: S 16 T 28 N R 31 W (Lat: 37.149025,  Lng: -94.328283),  Route carried "on" structure: US 71,  Year Built: 1983,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 6,828 (year 2011),  Truck Traffic: 24%,  Average Future Daily Traffic: 12,290 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MNA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.019,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 80.1 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 4557,  Location: S 34 T 29 N R 31 W (Lat: 37.184828,  Lng: -94.299142),  Route carried "on" structure: State highway 96,  Year Built: 1953,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 6,096 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,972 (year 2032),  Design Load: H 20,  Features Intersected: SPRING RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.446,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.57m (5.15ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Bridge Improvement Cost: $2,162,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $3,244,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4673,  Location: S 34 T 29 N R 31 W (Lat: 37.183483,  Lng: -94.300181),  Route carried "on" structure: State highway 96,  Year Built: 1953,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 6,096 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,972 (year 2032),  Design Load: H 20,  Features Intersected: OVRFL SPRING RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.320,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: 0.43m (1.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $402,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $603,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5803,  Location: S 3 T 28 N R 31 W (Lat: 37.181133,  Lng: -94.301986),  Route carried "on" structure: State highway 96,  Year Built: 1934,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,322 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 9,579 (year 2032),  Design Load: H 15,  Features Intersected: CARTER BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.021,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11
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Structure Number: 5807,  Location: S 3 T 28 N R 31 W (Lat: 37.179700,  Lng: -94.303108),  Route carried "on" structure: State highway 96,  Year Built: 1934,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 5,322 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 9,579 (year 2032),  Design Load: H 15,  Features Intersected: BNSF RR, MNA RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.793,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.05m (3.44ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Bridge Improvement Cost: $1,444,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $2,166,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6261,  Location: S 34 T 29 N R 31 W (Lat: 37.187958,  Lng: -94.296758),  Route carried "on" structure: State highway 96,  Year Built: 1935,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 6,096 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,972 (year 2032),  Design Load: H 20,  Features Intersected: SPRING RVR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.868,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Bridge Improvement Cost: $1,721,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,582,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6264,  Location: S 5 T 28 N R 31 W (Lat: 37.178867,  Lng: -94.329664),  Route carried "on" structure: State highway 96,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,766 (year 2011),  Truck Traffic: 19%,  Average Future Daily Traffic: 19,378 (year 2032),  Design Load: HS 20,  Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.404,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: December 11
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Structure Number: 6268,  Location: S 14 T 28 N R 33 W (Lat: 37.142550,  Lng: -94.507056),  Route carried "on" structure: State highway 171,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 16,181 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 29,125 (year 2032),  Design Load: H 20,  Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.668,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11
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Structure Number: 2982,  Location: S 5 T 28 N R 31 W (Lat: 37.176528,  Lng: -94.333086),  Route carried "under" structure: US 71,  Year Built: 1983,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 6,737 (year 2011),  Truck Traffic: 23%,  Features Intersected: US 71,  Facility Carried by Structure: OAK ST E
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 41.857,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 2982,  Location: S 5 T 28 N R 31 W (Lat: 37.176528,  Lng: -94.333086),  Route carried "under" structure: Ramp State highway ,  Year Built: 1983,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 5,500 (year 2011),  Truck Traffic: 10%,  Features Intersected: RP US71N TO MO96,  Facility Carried by Structure: OAK ST E
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 2982,  Location: S 5 T 28 N R 31 W (Lat: 37.176528,  Lng: -94.333086),  Route carried "under" structure: US 71,  Year Built: 1983,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 6,827 (year 2011),  Truck Traffic: 24%,  Features Intersected: US 71,  Facility Carried by Structure: OAK ST E
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 9.224,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 2983,  Location: S 8 T 28 N R 31 W (Lat: 37.167536,  Lng: -94.334803),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: CST ROBERT ELLIS YOUNG D,  Facility Carried by Structure: US 71 S
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.238,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 2984,  Location: S 8 T 28 N R 31 W (Lat: 37.167556,  Lng: -94.334467),  Route carried "under" structure: City street ,  Year Built: 1983,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: CST ROBERT ELLIS YOUNG D,  Facility Carried by Structure: US 71 N
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.267,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 2985,  Location: S 8 T 28 N R 31 W (Lat: 37.154783,  Lng: -94.331989),  Route carried "under" structure: US 71,  Year Built: 1983,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 6,828 (year 2011),  Truck Traffic: 24%,  Features Intersected: US 71,  Facility Carried by Structure: W FAIRVIEW AVE E
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 89.747,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 2985,  Location: S 8 T 28 N R 31 W (Lat: 37.154783,  Lng: -94.331989),  Route carried "under" structure: US 71,  Year Built: 1983,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 6,737 (year 2011),  Truck Traffic: 23%,  Features Intersected: US 71,  Facility Carried by Structure: W FAIRVIEW AVE E
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 421.062,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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