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Bridge Statistics for Lee's Summit, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lee's Summit, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 92 Total length: 468 meters (1,535ft) Total costs: $2,623,000 Total average daily traffic: 1,573,661 Total average daily truck traffic: 159,634 National Bridge Inventory (NBI) Registered Bridges for Lee's Summit
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1304, Location: S 6 T 47 N R 31 W (Lat: 38.910000, Lng: -94.395000), Route carried "on" structure: US 50, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 27,588 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 37,243 (year 2028), Design Load: HS 20, Features Intersected: CST LONGVIEW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 401.667, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 1443, Location: S 8 T 47 N R 31 W (Lat: 38.901667, Lng: -94.361667), Route carried "on" structure: State highway 291, Year Built: 1967, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 13,286 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 17,936 (year 2028), Design Load: H 20, Features Intersected: US 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.833, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.0 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: High priority of replacement, 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: December 2007, 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: Integral Concrete, Membrane: Built-up, Deck Protection: Cathodic Protection Find on map >>
Structure Number: 1444, Location: S 8 T 47 N R 31 W (Lat: 38.901667, Lng: -94.361667), Route carried "on" structure: State highway 291, Year Built: 1967, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 13,235 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 17,867 (year 2028), Design Load: H 20, Features Intersected: US 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.543, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.0 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: High priority of replacement, 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: December 2007, 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: Integral Concrete, Membrane: Built-up, Deck Protection: Cathodic Protection Find on map >>
Structure Number: 1653, Location: S 1 T 47 N R 32 W (Lat: 38.915000, Lng: -94.398333), Route carried "on" structure: US 50, Year Built: 1967, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 68,572 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 92,572 (year 2028), Design Load: HS 20, Features Intersected: BR CEDAR CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.091, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than 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: June 2007 Find on map >>
Structure Number: 1802, Location: S 29 T 48 N R 31 W (Lat: 38.948333, Lng: -94.360000), Route carried "on" structure: State highway 291, Year Built: 1979, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 14,460 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 19,521 (year 2028), Design Load: HS 20, Features Intersected: IS 470 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.676, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), 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: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.0 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: Equal to present minimum 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1803, Location: S 8 T 48 N R 31 W (Lat: 38.981667, Lng: -94.350000), Route carried "on" structure: City street , Year Built: 1979, Status: Posted for load, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 11,241 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 15,175 (year 2028), Design Load: HS 20, Features Intersected: IS 470, Facility Carried by Structure: WOODS CHAPEL RD E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.669, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 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: 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2007, Other Special Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 1804, Location: S 5 T 48 N R 31 W (Lat: 39.005000, Lng: -94.353333), Route carried "on" structure: Interstate 470, Year Built: 1979, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 32,236 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 43,518 (year 2028), Design Load: HS 20, Features Intersected: CST LAKEWOOD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.693, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), 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: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 70.0 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: Equal to present minimum criteria, Deck Geometry: Equal to 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1824, Location: S 36 T 48 N R 33 W (Lat: 38.941667, Lng: -94.513333), Route carried "on" structure: Interstate 470, Year Built: 1976, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 102,707 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 138,654 (year 2028), Design Load: HS 20, Features Intersected: KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.119, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 35.6m (116.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 1831, Location: S 33 T 48 N R 32 W (Lat: 38.938333, Lng: -94.450000), Route carried "on" structure: Interstate 470, Year Built: 1976, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 64,502 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 87,077 (year 2028), Design Load: HS 20, Features Intersected: CST UNNAMED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.602, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 35.6m (116.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2001, Location: S 7 T 48 N R 31 W (Lat: 38.996667, Lng: -94.373333), Route carried "on" structure: City street 63, Year Built: 1973, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 4,956 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 7,434 (year 2027), Design Load: H 20, Features Intersected: SPLWY FOR LAKEWOOD, Facility Carried by Structure: LAKEWOOD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2007, Underwater Inspection Date: August 2002, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 20011, Location: S 8 T 48 N R 31 W (Lat: 38.996667, Lng: -94.370000), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 9,000 (year 2027), Design Load: H 20, Features Intersected: CHNL BETWEEN LKS, Facility Carried by Structure: DICK HOWSER DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: March 2007, Underwater Inspection Date: August 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 20012, Location: S 15 T 47 N R 32 W (Lat: 38.890000, Lng: -94.451667), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2027), Features Intersected: LONGVIEW LK, Facility Carried by Structure: W B SHERER 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 20015, Location: S 4 T 47 N R 31 W (Lat: 38.918333, Lng: -94.340000), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1996, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 4,500 (year 2027), Design Load: HS 20, Features Intersected: E FK OF LIT BLUE, Facility Carried by Structure: TODD-GEORGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 20016, Location: S 34 T 48 N R 32 W (Lat: 38.925000, Lng: -94.438333), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 4,800 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 7,200 (year 2027), Design Load: H 20, Features Intersected: BR OF LIT BLUE, Facility Carried by Structure: CHIPMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.38m (1.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $26,000, Total Project Cost: $399,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 20017, Location: S 12 T 47 N R 32 W (Lat: 38.905000, Lng: -94.405000), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,925 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 5,888 (year 2027), Features Intersected: CEDAR CR, Facility Carried by Structure: LONGVIEW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $10,000, Total Project Cost: $156,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 20018, Location: S 26 T 47 N R 32 W (Lat: 38.870000, Lng: -94.420000), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,140 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,710 (year 2027), Features Intersected: W FK OF MOUSE CR, Facility Carried by Structure: HOOK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2002, Location: S 31 T 48 N R 31 W (Lat: 38.925000, Lng: -94.383333), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 8,700 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 13,050 (year 2027), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: W BCHIPMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 41.4 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.58m (1.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $24,000, Total Project Cost: $374,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 20021, Location: S 1 T 47 N R 32 W (Lat: 38.910000, Lng: -94.403333), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 550 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 825 (year 2027), Design Load: H 20, Features Intersected: CEDAR CR, Facility Carried by Structure: MCCLENDON DR 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: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 20023, Location: S 31 T 47N R 31W (Lat: 38.845000, Lng: -94.398333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 600 (year 2027), Design Load: H 20, Features Intersected: RAINTREE LK, Facility Carried by Structure: RAINTREE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Very good, Culverts: 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2007, Underwater Inspection Date: August 2005 Find on map >>
Structure Number: 20024, Location: S 31 T 47 N R 31 W (Lat: 38.908333, Lng: -94.375000), Route carried "on" structure: City street , Year Built: 1971, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 1,500 (year 2027), Design Load: H 20, Features Intersected: SECOND ST, Facility Carried by Structure: W MAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 20025, Location: S 7 T 47N R 31W (Lat: 38.905000, Lng: -94.411667), Route carried "on" structure: City street , Year Built: 1910, Status: Closed, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 250 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 375 (year 2027), Features Intersected: CREEK, Facility Carried by Structure: PRYOR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.1m (16.7ft) Condition: Deck: Fair, Superstructure: Critical, Substructure: Critical, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2007, Critical Feature Inspection Date: March 2007, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $455,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 20026, Location: S 34 T 48 N R 32 W (Lat: 38.935000, Lng: -94.451667), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: HS 20, Features Intersected: LIT BLUE RVR, Facility Carried by Structure: VIEW HIGH DR Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 20027, Location: S 33 T 48 N R 31 W (Lat: 38.930000, Lng: -94.335000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: HS 20, Features Intersected: BR E FK LIT BLUE R, Facility Carried by Structure: BRISTOL DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 20028, Location: S 6 T 47 N R 31 W (Lat: 38.925000, Lng: -94.383333), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 8,700 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 13,050 (year 2027), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: EB CHIPMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 41.4 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.58m (1.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $24,000, Total Project Cost: $374,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 20029, Location: S 15 T 47 N R 32 W (Lat: 38.890000, Lng: -94.451667), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2027), Features Intersected: LONGVIEW LK, Facility Carried by Structure: EB SHERER 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: 2003, Location: S 2 T 47 N R 32 W, Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,600 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 12,900 (year 2027), Design Load: HS 20, Features Intersected: CEDAR CR, Facility Carried by Structure: 3RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Structure Number: 20031, Location: S 12 T 47 N R 32 W, Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: H 20, Features Intersected: CEDAR CR TRIB NO 3, Facility Carried by Structure: WARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Structure Number: 20032, Location: S 12 T 47 N R 32 W, Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 18,500 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 27,750 (year 2027), Design Load: H 20, Features Intersected: CEDAR CR, Facility Carried by Structure: WARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 20034, Location: S 31 T 47 N R 31 W (Lat: 38.843333, Lng: -94.398333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,600 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 12,900 (year 2027), Features Intersected: RAINTREE LK, Facility Carried by Structure: WARD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal 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: March 2007, Underwater Inspection Date: August 2005 Find on map >>
Structure Number: 20035, Location: S 4 T 47 N R 31 W (Lat: 38.916667, Lng: -94.340000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 27,000 (year 2027), Design Load: HS 20, Features Intersected: E FK LIT BLUE RVR, Facility Carried by Structure: LANGSFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 2112, Location: S 34 T 48 N R 32 W (Lat: 38.938333, Lng: -94.438333), Route carried "on" structure: Interstate 470, Year Built: 1976, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 64,502 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 87,077 (year 2028), Design Load: HS 20, Features Intersected: UP RR, CEDAR CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.421, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 35.5m (116.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 2113, Location: S 36 T 48 N R 32 W (Lat: 38.936667, Lng: -94.415000), Route carried "on" structure: Interstate 470, Year Built: 1976, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 29,200 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 39,420 (year 2028), Design Load: HS 20+Mod, Features Intersected: MO 350, US 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.223, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 56.0 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2114, Location: S 36 T 48 N R 32 W (Lat: 38.936667, Lng: -94.415000), Route carried "on" structure: Interstate 470, Year Built: 1976, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 34,394 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 46,431 (year 2028), Design Load: HS 20+Mod, Features Intersected: US 50, MO 350 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.168, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.0 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2115, Location: S 25 T 48 N R 32 W (Lat: 38.945000, Lng: -94.403333), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 7,016 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 9,471 (year 2028), Design Load: HS 20, Features Intersected: MO 350, Facility Carried by Structure: COLBERN RD E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.7m (100.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2007, Other Special Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2116, Location: S 1 T 47 N R 32 W (Lat: 38.916667, Lng: -94.396667), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 11,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,400 (year 2028), Design Load: H 20, Features Intersected: US 50, OR 50, Facility Carried by Structure: O BRIEN RD E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.174, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.0 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: 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, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2147, Location: S 1 T 47 N R 32 W (Lat: 38.925000, Lng: -94.400000), Route carried "on" structure: US 50, Year Built: 1975, Status: Posted for load, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 54,870 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 74,074 (year 2028), Design Load: HS 20, Features Intersected: CST CHIPMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.709, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 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, Underclear: Meets minimum limits, 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: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 2172, Location: S 36 T 48 N R 32 W (Lat: 38.936667, Lng: -94.400000), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 7,700 (year 2028), Design Load: HS 20, Features Intersected: IS 470, RP IS470W TO MO3, Facility Carried by Structure: NW BLUE PKWY N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.153, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.0 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 2173, Location: S 36 T 48 N R 32 W (Lat: 38.936667, Lng: -94.400000), Route carried "on" structure: City street , Year Built: 1979, Status: Posted for load, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 7,700 (year 2028), Design Load: HS 20, Features Intersected: IS 470, RP IS470W TO MO3, Facility Carried by Structure: NW BLUE PKWY S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.394, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 50.0 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 276, Location: S 1 T 47 N R 32 W (Lat: 38.925000, Lng: -94.400000), Route carried "on" structure: US 50, Year Built: 1975, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 53,164 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 71,771 (year 2028), Design Load: HS 20, Features Intersected: CST CHIPMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 403.578, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.0 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: Equal to 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 2868, Location: S 5 T 48 N R 31 W (Lat: 39.005000, Lng: -94.353333), Route carried "on" structure: Interstate 470, Year Built: 1979, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 32,913 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 44,432 (year 2028), Design Load: HS 20, Features Intersected: CST BOWLIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.769, Lanes on structure: 2, Lanes under structure: 4, 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: 18.3m (60.0ft), 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: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.0 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: Equal to 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 28688, Location: S 22 T 47 N R 32 W (Lat: 38.875000, Lng: -94.440000), Route carried "on" structure: City street , Year Built: 2001, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 414 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 621 (year 2027), Features Intersected: MOUSE CR, Facility Carried by Structure: SAMPSON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 30326, Location: S 31 T 49 N R 31 W (Lat: 39.020000, Lng: -94.376667), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 3,041 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 4,562 (year 2027), Design Load: HS 20, Features Intersected: BR OF LIT BLUE RVR, Facility Carried by Structure: VELIE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, 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: March 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30327, Location: S 3 T 47 N R 31 W (Lat: 38.970000, Lng: -94.326667), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2027), Design Load: HS 20, Features Intersected: DRAINAGE DTCH, Facility Carried by Structure: BITTERCREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30328, Location: S (Lat: 38.918333, Lng: -94.355000), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 32,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 48,750 (year 2027), Features Intersected: DRAINAGE DTCH, Facility Carried by Structure: LANGSFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.1 metric tons, Inventory Rating: 89.1 metric tons, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 30772, Location: S 32 T 48 N R 31 W (Lat: 38.943333, Lng: -94.031389), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 9,750 (year 2027), Design Load: HS 20, Features Intersected: BR INTO PRAIRIE LE, Facility Carried by Structure: INDEPENDENCE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very 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: March 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30773, Location: S 32 T 48 N R 31 W (Lat: 38.936111, Lng: -94.364444), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 9,750 (year 2027), Design Load: HS 20, Features Intersected: BR INTO PRAIRIE LE, Facility Carried by Structure: INDEPENDENCE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30788, Location: S 35 T 48 N R 31 W (Lat: 38.928056, Lng: -94.312500), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2027), Design Load: HS 20, Features Intersected: CITY LAKE, Facility Carried by Structure: COMMUNITY CENTER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Channel: Good, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Discuss this city on our hugely popular Missouri forum Back to: Lee's Summit, MO, Missouri, All US cities.
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