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

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Structure Number: 1489,  Location: S 2071 T 44 N R 4 E (Lat: 38.508333,  Lng: -90.618333),  Route carried "on" structure: State highway 44,  Year Built: 1968,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,500 (year 2028),  Design Load: H 15,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.485,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.43m (1.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $278,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 149,  Location: S 32 T 44 N R 4 E (Lat: 38.505000,  Lng: -90.591667),  Route carried "on" structure: Interstate 44,  Year Built: 1968,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 39.87m (130.81ft),  Average Daily Traffic: 37,453 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 46,816 (year 2028),  Design Load: HS 20,  Features Intersected: MERAMEC RVR, SOUTH OUTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.409,  Lanes on structure: 3,  Lanes under structure: 3,  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: 15,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $3,046,000,  Roadway Improvement Cost: $304,000,  Total Project Cost: $4,570,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up

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Structure Number: 1491,  Location: S 33 T 44 N R 4 E (Lat: 38.506667,  Lng: -90.588333),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 8,106 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,159 (year 2028),  Design Load: H 20,  Features Intersected: IS 44,  Facility Carried by Structure: LEWIS RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.558,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16888,  Location: S T 43N R 3E (Lat: 38.503333,  Lng: -90.643333),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,890 (year 2025),  Features Intersected: FLAT CR,  Facility Carried by Structure: BALD HILL 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Poor,  Channel: Poor,  Operating Rating: 9.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  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: > 39.9% below),  Length Of Structure Improvement: 0.17m (0.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2005,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $153,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16889,  Location: S 36 T 44 N R 3 E (Lat: 38.520000,  Lng: -90.646667),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,350 (year 2025),  Features Intersected: FLAT CR,  Facility Carried by Structure: FORBY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 9.0 metric tons,  Inventory Rating: 7.0 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2005,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $126,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1689,  Location: S 36 T 44 N R 3 E (Lat: 38.513333,  Lng: -90.651667),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 800 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,080 (year 2025),  Features Intersected: CLIFTY CR,  Facility Carried by Structure: MERAMEC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.3 metric tons,  Inventory Rating: 12.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 16891,  Location: S 34 T 44 N R 3 E (Lat: 38.501667,  Lng: -90.675000),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Posted for load,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,350 (year 2025),  Features Intersected: UP RR,  Facility Carried by Structure: ALLENTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 30.0 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.42m (1.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2005,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $379,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16892,  Location: T 43N R 3E (Lat: 38.500000,  Lng: -90.625000),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,750 (year 2025),  Features Intersected: FLAT CR,  Facility Carried by Structure: S CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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

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Structure Number: 2539,  Location: S 12 T 43 N R 3 E (Lat: 38.481667,  Lng: -90.631667),  Route carried "on" structure: State highway 109,  Year Built: 1972,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 29.63m (97.21ft),  Average Daily Traffic: 9,744 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,180 (year 2028),  Design Load: HS 20,  Features Intersected: MERAMEC RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.003,  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,  Number Of Approach Spans: 11,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  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: 31123,  Location: S 2071 T 43 N R 3 E (Lat: 38.503333,  Lng: -90.643333),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,350 (year 2025),  Design Load: HS 20,  Features Intersected: FLAT CR,  Facility Carried by Structure: BALD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31357,  Location: S 36 T 44 N R 3 E (Lat: 38.520000,  Lng: -90.646667),  Route carried "on" structure: City street 135,  Year Built: 2006,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,350 (year 2026),  Design Load: HS 20,  Features Intersected: FLAT CR,  Facility Carried by Structure: FORBY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 56.7 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 3298,  Location: S 2071 T 44 N R 4 E (Lat: 38.590000,  Lng: -90.700000),  Route carried "on" structure: Interstate 44,  Year Built: 1983,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 73,059 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 91,323 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.187,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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: October 2006,  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: 3299,  Location: S 2071 T 44 N R 4 E (Lat: 38.590000,  Lng: -90.695000),  Route carried "on" structure: Interstate 44,  Year Built: 1983,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 73,059 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 91,323 (year 2028),  Design Load: HS 20,  Features Intersected: BNSF RR, CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.549,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: October 2006,  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: 3502,  Location: S 31 T 44 N R 4 E (Lat: 38.515000,  Lng: -90.625000),  Route carried "on" structure: State highway 109,  Year Built: 1988,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 17,671 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,739 (year 2028),  Design Load: HS 20,  Features Intersected: CLIFTY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.868,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 3503,  Location: S 2071 T 44 N R 4 E (Lat: 38.501111,  Lng: -90.700556),  Route carried "on" structure: Interstate 44,  Year Built: 1986,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 73,059 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 91,323 (year 2028),  Design Load: HS 20,  Features Intersected: MO 109, MO 109, MO 109
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 425.647,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.8m (84.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.0 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: 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: October 2006,  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: 3504,  Location: S 2071 T 44 N R 4 E (Lat: 38.501667,  Lng: -90.706667),  Route carried "on" structure: State highway 109,  Year Built: 1987,  Status: Open,  Structure Length: 12.10m (39.70ft),  Average Daily Traffic: 13,636 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,045 (year 2028),  Design Load: HS 20,  Features Intersected: CST FIRST ST, BNSF RR, U
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.943,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  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: 3505,  Location: S 2071 T 43 N R 3 E (Lat: 38.498333,  Lng: -90.705000),  Route carried "on" structure: State highway 109,  Year Built: 1987,  Status: Posted for load,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 13,636 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,045 (year 2028),  Design Load: HS 20,  Features Intersected: FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.429,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  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: 3506,  Location: S 2071 T 44 N R 3 E (Lat: 38.508333,  Lng: -90.626667),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 7,111 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,666 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: IS 44,  Facility Carried by Structure: CENTRAL AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.414,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 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: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  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: 1491,  Location: S 33 T 44 N R 4 E (Lat: 38.506667,  Lng: -90.588333),  Route carried "under" structure: Interstate 44,  Year Built: 1968,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 37,453 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44,  Facility Carried by Structure: LEWIS RD S
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 38.045,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1491,  Location: S 33 T 44 N R 4 E (Lat: 38.506667,  Lng: -90.588333),  Route carried "under" structure: Interstate 44,  Year Built: 1968,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 35,606 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44,  Facility Carried by Structure: LEWIS RD S
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 429.041,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 3503,  Location: S 2071 T 44 N R 4 E (Lat: 38.501111,  Lng: -90.700556),  Route carried "under" structure: State highway 109,  Year Built: 1986,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 8,469 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 109,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.504,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.8m (84.6ft)

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Structure Number: 3503,  Location: S 2071 T 44 N R 4 E (Lat: 38.501111,  Lng: -90.700556),  Route carried "under" structure: State highway 109,  Year Built: 1986,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 9,205 (year 2006),  Truck Traffic: 12%,  Features Intersected: MO 109,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.582,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.8m (84.6ft)

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Structure Number: 3506,  Location: S 2071 T 44 N R 3 E (Lat: 38.508333,  Lng: -90.626667),  Route carried "under" structure: Interstate 44,  Year Built: 1989,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 37,453 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 44,  Facility Carried by Structure: CENTRAL AVE S
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 41.796,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 3506,  Location: S 2071 T 44 N R 3 E (Lat: 38.508333,  Lng: -90.626667),  Route carried "under" structure: Interstate 44,  Year Built: 1989,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 31,060 (year 2006),  Truck Traffic: 27%,  Features Intersected: IS 44,  Facility Carried by Structure: CENTRAL AVE S
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 425.273,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)