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

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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)