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

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Structure Number: 11879,  Location: S 12 T 47 N R 33 W (Lat: 39.111667,  Lng: -94.563333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1995,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,700 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US 71,  Facility Carried by Structure: CO WOR71 TO EOR71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 87.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  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: 18115,  Location: S 7 T 47 N R 32 W (Lat: 38.903333,  Lng: -94.506667),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,250 (year 2027),  Design Load: H 20,  Features Intersected: TRIB LITBLUE RV,  Facility Carried by Structure: FOOD LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18117,  Location: S 25 T 47 N R 33 W (Lat: 38.870000,  Lng: -94.511667),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 950 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,425 (year 2027),  Design Load: H 20,  Features Intersected: LIT BLUE RVR,  Facility Carried by Structure: MERRYWOOD LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on 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: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 23.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.4 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: 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: 0.52m (1.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $470,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18118,  Location: S 36 T 47 N R 33 W (Lat: 38.855000,  Lng: -94.523333),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,480 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,220 (year 2027),  Design Load: H 20,  Features Intersected: BR OF LIT BLUE RVR,  Facility Carried by Structure: BARATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18119,  Location: S 7 T 47 N R 32 W (Lat: 38.873333,  Lng: -94.498333),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 210 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 315 (year 2027),  Features Intersected: TRIB OF LIT BLUE R,  Facility Carried by Structure: HARRY TRUMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: Febuary 2007

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Structure Number: 1812,  Location: S 18 T 47 N R 32 W (Lat: 38.883333,  Lng: -94.508333),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 510 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 765 (year 2027),  Features Intersected: PAVED DRAIN DTCH,  Facility Carried by Structure: SYCAMORE 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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007

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Structure Number: 18121,  Location: S 18 T 47 N R 32 W (Lat: 38.885000,  Lng: -94.468333),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 3,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,250 (year 2027),  Features Intersected: LONGVIEW LK,  Facility Carried by Structure: HIGHGROVE RD SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.5 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18122,  Location: S 18 T 47 N R 32 W (Lat: 38.885000,  Lng: -94.468333),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 3,600 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,400 (year 2027),  Features Intersected: LONGVIEW LK,  Facility Carried by Structure: HIGHGROVE RD NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18123,  Location: S 36 T 47 N R 33 W (Lat: 38.843333,  Lng: -94.508333),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 900 (year 2027),  Features Intersected: OIL CR,  Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2129,  Location: S 36 T 47 N R 33 W (Lat: 38.856667,  Lng: -94.516667),  Route carried "on" structure: State highway 150,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 11,128 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,022 (year 2028),  Design Load: H 20,  Features Intersected: S FK LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.847,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  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: June 2007

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Structure Number: 213,  Location: S 36 T 47 N R 33 W (Lat: 38.856667,  Lng: -94.573333),  Route carried "on" structure: State highway 150,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 5,559 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,504 (year 2028),  Design Load: H 20,  Features Intersected: OIL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.832,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.0 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 2131,  Location: S 29 T 47 N R 32 W (Lat: 38.855000,  Lng: -94.473333),  Route carried "on" structure: State highway 150,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 9,002 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,152 (year 2028),  Design Load: H 20,  Features Intersected: LAMPKIN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.444,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 28808,  Location: S 25 T 47 N R 33 W (Lat: 38.866667,  Lng: -94.551667),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2027),  Features Intersected: LIT BLUE RVR,  Facility Carried by Structure: BRYARS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3036,  Location: S 14 T 47 N R 33 W (Lat: 38.898333,  Lng: -94.528333),  Route carried "on" structure: US 71,  Year Built: 1979,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 31,632 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 42,703 (year 2028),  Design Load: HS 20,  Features Intersected: CST HARRY TRUMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 296.836,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2008,  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: 3037,  Location: S 14 T 47 N R 33 W (Lat: 38.898333,  Lng: -94.528333),  Route carried "on" structure: US 71,  Year Built: 1979,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 43,114 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 58,203 (year 2028),  Design Load: HS 20,  Features Intersected: CST HARRY TRUMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.927,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2008,  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: 30774,  Location: S 25 T 47 N R 33 W (Lat: 38.870000,  Lng: -94.516667),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,300 (year 2027),  Design Load: HS 20,  Features Intersected: BR LIT BLUE RVR,  Facility Carried by Structure: 140TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 319,  Location: S 13 T 47 N R 33 W (Lat: 38.851667,  Lng: -94.528333),  Route carried "on" structure: US 71,  Year Built: 1960,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 37,610 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,773 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.837,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  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: 32,  Location: S 35 T 47 N R 33 W (Lat: 38.843333,  Lng: -94.530000),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 3,391 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,747 (year 2028),  Design Load: H 20,  Features Intersected: US 71,  Facility Carried by Structure: 155TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.088,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 321,  Location: S 35 T 47 N R 33 W (Lat: 38.858333,  Lng: -94.528333),  Route carried "on" structure: US 71,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 37,382 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,465 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MO 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.276,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.57m (1.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $387,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 32195,  Location: S 35 T 47 N R 33 W (Lat: 38.858333,  Lng: -94.528333),  Route carried "on" structure: US 71,  Year Built: 2008,  Status: Not yet open,  Structure Length: 12.30m (40.35ft),  Average Daily Traffic: 37,382 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,465 (year 2028),  Design Load: HS 20,  Features Intersected: MO 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.240,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 32198,  Location: S 35 T 47 N R 33 W (Lat: 38.792500,  Lng: -94.528333),  Route carried "on" structure: US 71,  Year Built: 2008,  Status: Not yet open,  Structure Length: 12.30m (40.35ft),  Average Daily Traffic: 24,271 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 32,765 (year 2028),  Design Load: HS 20,  Features Intersected: MO 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.441,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 322,  Location: S 35 T 47 N R 33 W (Lat: 38.858333,  Lng: -94.528333),  Route carried "on" structure: US 71,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 24,271 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 32,765 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MO 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.483,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.57m (1.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $387,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 322,  Location: S 35 T 47 N R 33 W (Lat: 38.858333,  Lng: -94.528333),  Route carried "on" structure: State highway 71,  Year Built: 2008,  Status: Not yet open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 1,386 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,940 (year 2028),  Design Load: HS 20,  Features Intersected: MO 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.749,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 32209,  Location: S 25 T 47 N R 33 W (Lat: 38.858333,  Lng: -94.528333),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Not yet open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,400 (year 2028),  Design Load: HS 20,  Features Intersected: LITTLE BLUE RVR,  Facility Carried by Structure: WHITE AVE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.569,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 32318,  Location: S 36 T 47 N R 33 W (Lat: 38.856667,  Lng: -94.573333),  Route carried "on" structure: State highway 150,  Year Built: 2008,  Status: Not yet open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 5,559 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,504 (year 2028),  Design Load: HS 20,  Features Intersected: OIL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 32319,  Location: S 29 T 47 N R 32 W (Lat: 38.855000,  Lng: -94.473333),  Route carried "on" structure: State highway 150,  Year Built: 2008,  Status: Not yet open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 4,501 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,076 (year 2028),  Design Load: HS 20,  Features Intersected: LUMPKINS FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.832,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  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: 3568,  Location: S 2 T 48 N R 32 W (Lat: 38.996667,  Lng: -94.418333),  Route carried "on" structure: State highway V,  Year Built: 1985,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 10,692 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,434 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: FK LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.175,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  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: 3631,  Location: S 23 T 48 N R 32 W (Lat: 38.961667,  Lng: -94.426667),  Route carried "on" structure: State highway 350,  Year Built: 1987,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 17,365 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,442 (year 2028),  Design Load: HS 20,  Features Intersected: LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.767,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  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: 411,  Location: S 13 T 47 N R 33 W (Lat: 38.890000,  Lng: -94.526667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1992,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,700 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US 71,  Facility Carried by Structure: CO WOR71 TO EOR71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.039,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  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: 5052,  Location: S 25 T 47 N R 33 W (Lat: 38.853333,  Lng: -94.528333),  Route carried "on" structure: State highway 71,  Year Built: 1926,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,386 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,940 (year 2028),  Design Load: H 15,  Features Intersected: BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.087,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 49.5 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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: June 2007,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $229,000 ( Estimate for 2008)

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Structure Number: 6069,  Location: S 35 T 47 N R 33 W (Lat: 38.863333,  Lng: -94.528333),  Route carried "on" structure: State highway 71,  Year Built: 1945,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,400 (year 2028),  Design Load: H 20,  Features Intersected: LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.254,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.0 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.31m (1.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $221,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6329,  Location: S 36 T 47 N R 33 W (Lat: 38.851667,  Lng: -94.528333),  Route carried "on" structure: US 71,  Year Built: 1954,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 24,271 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 32,765 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 291.942,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  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: 66,  Location: S 12 T 47 N R 33 W (Lat: 38.906667,  Lng: -94.525000),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 17,123 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,116 (year 2028),  Design Load: H 20,  Features Intersected: US 71,  Facility Carried by Structure: BLUE RIDGE BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.404,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  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: 6618,  Location: S 14 T 47 N R 33 W (Lat: 38.888333,  Lng: -94.526667),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Posted for load,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 12,367 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,695 (year 2028),  Design Load: H 20,  Features Intersected: US 71,  Facility Carried by Structure: MAIN ST E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.080,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: May 2007,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,034,000 ( Estimate for 2008),  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: 11879,  Location: S 12 T 47 N R 33 W (Lat: 39.111667,  Lng: -94.563333),  Route carried "under" structure: US 71,  Year Built: 1995,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 31,731 (year 2006),  Truck Traffic: 22%,  Features Intersected: US 71
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 29.804,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 11879,  Location: S 12 T 47 N R 33 W (Lat: 39.111667,  Lng: -94.563333),  Route carried "under" structure: US 71,  Year Built: 1995,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 34,568 (year 2006),  Truck Traffic: 19%,  Features Intersected: US 71
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 212.767,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 3036,  Location: S 14 T 47 N R 33 W (Lat: 38.898333,  Lng: -94.528333),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: CST HARRY TRUMAN DR,  Facility Carried by Structure: US 71 N
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.299,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 3037,  Location: S 14 T 47 N R 33 W (Lat: 38.898333,  Lng: -94.528333),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: CST HARRY TRUMAN DR,  Facility Carried by Structure: US 71 S
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.283,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 32,  Location: S 35 T 47 N R 33 W (Lat: 38.843333,  Lng: -94.530000),  Route carried "under" structure: US 71,  Year Built: 1960,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 35,039 (year 2006),  Truck Traffic: 22%,  Features Intersected: US 71,  Facility Carried by Structure: 155TH ST E
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 290.912,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 32,  Location: S 35 T 47 N R 33 W (Lat: 38.843333,  Lng: -94.530000),  Route carried "under" structure: US 71,  Year Built: 1960,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 33,798 (year 2006),  Truck Traffic: 19%,  Features Intersected: US 71,  Facility Carried by Structure: 155TH ST E
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 219.893,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 321,  Location: S 35 T 47 N R 33 W (Lat: 38.858333,  Lng: -94.528333),  Route carried "under" structure: State highway 150,  Year Built: 1960,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 17,576 (year 2006),  Truck Traffic: 20%,  Features Intersected: MO 150,  Facility Carried by Structure: US 71 S
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 8.684,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 32195,  Location: S 35 T 47 N R 33 W (Lat: 38.858333,  Lng: -94.528333),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 12.30m (40.35ft),  Average Daily Traffic: 17,576 (year 2006),  Truck Traffic: 20%,  Features Intersected: MO 150,  Facility Carried by Structure: US 71 S
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 8.684,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 32198,  Location: S 35 T 47 N R 33 W (Lat: 38.792500,  Lng: -94.528333),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 12.30m (40.35ft),  Average Daily Traffic: 10,990 (year 2006),  Truck Traffic: 11%,  Features Intersected: MO 150,  Facility Carried by Structure: US 71 N
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 8.703,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 322,  Location: S 35 T 47 N R 33 W (Lat: 38.858333,  Lng: -94.528333),  Route carried "under" structure: State highway 150,  Year Built: 1960,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 10,990 (year 2006),  Truck Traffic: 11%,  Features Intersected: MO 150,  Facility Carried by Structure: US 71 N
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 8.703,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 322,  Location: S 35 T 47 N R 33 W (Lat: 38.858333,  Lng: -94.528333),  Route carried "under" structure: State highway 150,  Year Built: 2008,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 17,576 (year 2006),  Truck Traffic: 20%,  Features Intersected: MO 150,  Facility Carried by Structure: OR 71 S
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 8.494,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 411,  Location: S 13 T 47 N R 33 W (Lat: 38.890000,  Lng: -94.526667),  Route carried "under" structure: US 71,  Year Built: 1992,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 26,531 (year 2006),  Truck Traffic: 22%,  Features Intersected: US 71
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 295.965,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 411,  Location: S 13 T 47 N R 33 W (Lat: 38.890000,  Lng: -94.526667),  Route carried "under" structure: US 71,  Year Built: 1992,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 41,773 (year 2006),  Truck Traffic: 19%,  Features Intersected: US 71
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 21.484,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 66,  Location: S 12 T 47 N R 33 W (Lat: 38.906667,  Lng: -94.525000),  Route carried "under" structure: US 71,  Year Built: 1960,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 31,731 (year 2006),  Truck Traffic: 22%,  Features Intersected: US 71,  Facility Carried by Structure: BLUE RIDGE BLVD S
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 298.106,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 66,  Location: S 12 T 47 N R 33 W (Lat: 38.906667,  Lng: -94.525000),  Route carried "under" structure: US 71,  Year Built: 1960,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 34,568 (year 2006),  Truck Traffic: 19%,  Features Intersected: US 71,  Facility Carried by Structure: BLUE RIDGE BLVD S
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 212.714,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 6618,  Location: S 14 T 47 N R 33 W (Lat: 38.888333,  Lng: -94.526667),  Route carried "under" structure: US 71,  Year Built: 1960,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 26,531 (year 2006),  Truck Traffic: 22%,  Features Intersected: US 71,  Facility Carried by Structure: MAIN ST E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 295.952,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 6618,  Location: S 14 T 47 N R 33 W (Lat: 38.888333,  Lng: -94.526667),  Route carried "under" structure: US 71,  Year Built: 1960,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 41,773 (year 2006),  Truck Traffic: 19%,  Features Intersected: US 71,  Facility Carried by Structure: MAIN ST E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 214.857,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)