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

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Structure Number: 1784,  Location: S 1925 T 44 N R 1 W (Lat: 38.538333,  Lng: -91.028333),  Route carried "on" structure: State highway 100,  Year Built: 1969,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 17,600 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,960 (year 2027),  Design Load: H 20,  Features Intersected: MASSEY FK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.806,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 22.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006

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Structure Number: 1785,  Location: S 1925 T 44 N R 1 W (Lat: 38.535000,  Lng: -91.023333),  Route carried "on" structure: State highway 100,  Year Built: 1969,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 17,600 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,960 (year 2027),  Design Load: H 20,  Features Intersected: MASSEY CR BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.232,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006

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Structure Number: 23962,  Location: S 16 T 44 N R 1 W (Lat: 38.570000,  Lng: -91.040000),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 2,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,000 (year 2027),  Design Load: H 15,  Features Intersected: ST JOHN'S CR,  Facility Carried by Structure: W LINK INDUSTR'L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 26.1 metric tons,  Inventory Rating: 16.2 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.63m (2.07ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $662,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23964,  Location: S 26 T 44 N R 1 W (Lat: 38.536667,  Lng: -90.995000),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,600 (year 2027),  Features Intersected: BR OF BUSCH CR,  Facility Carried by Structure: WASHINGTON HTS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007

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Structure Number: 23965,  Location: S 24 T 44 N R 1 W (Lat: 38.541667,  Lng: -90.986667),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,200 (year 2027),  Design Load: HS 20,  Features Intersected: BUSCH CR,  Facility Carried by Structure: INTERNATONAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 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

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Structure Number: 23967,  Location: S E OF MO RIVER BRIDGE (Lat: 38.448333,  Lng: -91.003333),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2027),  Design Load: H 20,  Features Intersected: BUSCH CR,  Facility Carried by Structure: SOUTH POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to 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: Monolithic Concrete

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Structure Number: 23968,  Location: AT EIGHTH STREET (Lat: 38.448333,  Lng: -91.000000),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1977,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 15,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2027),  Design Load: H 20,  Features Intersected: BUSCH CR,  Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.17m (0.56ft),  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

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Structure Number: 28191,  Location: S 22 T 44 N R 1 W (Lat: 38.448333,  Lng: -91.000000),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,600 (year 2027),  Design Load: HS 20,  Features Intersected: BUSCH CR,  Facility Carried by Structure: STAFFORD ST
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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29731,  Location: S 22 T 44 N R 1 W (Lat: 38.551667,  Lng: -91.010000),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,250 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2027),  Design Load: HS 20,  Features Intersected: BUSCH CR,  Facility Carried by Structure: LOCUST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3086,  Location: S 22 T 44 N R 1 W (Lat: 38.550000,  Lng: -91.008333),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,400 (year 2027),  Design Load: HS 20,  Features Intersected: BUSCH CR,  Facility Carried by Structure: SUNNYSIDE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Structural Evaluation: Superior 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 32098,  Location: S 26 T 44 N R 2 W (Lat: 38.531111,  Lng: -91.112222),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 50 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 90 (year 2027),  Design Load: HS 20,  Features Intersected: LONG BR CR,  Facility Carried by Structure: ST JOHN'S CR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 368,  Location: S 22 T 44 N R 1 W (Lat: 38.548333,  Lng: -91.006667),  Route carried "on" structure: State highway 47,  Year Built: 1961,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 15,575 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,707 (year 2027),  Design Load: HS 20,  Features Intersected: BUSCH CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.852,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 29.7 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006

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Structure Number: 448,  Location: S 27 T 44 N R 1 W (Lat: 38.531667,  Lng: -91.010000),  Route carried "on" structure: State highway 47,  Year Built: 1961,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 13,747 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,868 (year 2027),  Design Load: HS 20,  Features Intersected: BR BUSCH CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.701,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 29.7 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006