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

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Structure Number: 11736,  Location: S 2504 T 46 N R 6 E (Lat: 38.736667,  Lng: -90.303333),  Route carried "on" structure: State highway N,  Year Built: 1997,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 26,114 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,559 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.336,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: November 2007

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Structure Number: 15547,  Location: S 12 T 46 N R 6 E (Lat: 38.738333,  Lng: -90.296667),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1993,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 9,810 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,696 (year 2026),  Design Load: HS 20,  Features Intersected: MALINE CR,  Facility Carried by Structure: BERMUDA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Underwater Inspection Date: May 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 15665,  Location: S 6 T 46 N R 7 E (Lat: 38.758869,  Lng: -90.279719),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 37,970 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 60,752 (year 2026),  Design Load: HS 20,  Features Intersected: DELLWOOD CR,  Facility Carried by Structure: W FLORISSANT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 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,  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 24 months,  Inspection Date: May 2006,  Underwater Inspection Date: May 2006

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Structure Number: 15668,  Location: S 1 T 46 N R 6 E (Lat: 38.760000,  Lng: -90.285000),  Route carried "on" structure: County highway ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,760 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,016 (year 2026),  Features Intersected: DELWOOD CR,  Facility Carried by Structure: HUDSON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.276,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Underwater Inspection Date: May 2006,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $91,000 ( Estimate for 2008)

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Structure Number: 17112,  Location: 0.7 M S OF CHAMBERS (Lat: 38.740000,  Lng: -90.270000),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 1,500 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,025 (year 2025),  Design Load: HS 20,  Features Intersected: MALINE CR,  Facility Carried by Structure: GLENOWEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17113,  Location: 300'E OF NEW FLORISSANT (Lat: 38.740000,  Lng: -90.300000),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,400 (year 2025),  Features Intersected: TRIB OF MALINE CR,  Facility Carried by Structure: ADAMS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: Fair,  Operating Rating: 31.5 metric tons,  Inventory Rating: 20.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007

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Structure Number: 17115,  Location: 0.4 MI E SO. ELIZABETH (Lat: 38.735000,  Lng: -90.285000),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,500 (year 2025),  Design Load: HS 20,  Features Intersected: MALINE CR,  Facility Carried by Structure: FERGUSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.44m (1.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $326,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $489,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18,  Location: S 31 T 47 N R 7 E (Lat: 38.773333,  Lng: -90.308333),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 6,812 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,536 (year 2028),  Design Load: H 20,  Features Intersected: IS 270,  Facility Carried by Structure: ELIZABETH AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28622,  Location: S 2 T 46 N R 6 E (Lat: 38.750000,  Lng: -90.316667),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 2,500 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,375 (year 2025),  Design Load: HS 20,  Features Intersected: NS RR,  Facility Carried by Structure: DADE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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

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Structure Number: 28933,  Location: S (Lat: 38.736667,  Lng: -90.300000),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,800 (year 2025),  Design Load: HS 20,  Features Intersected: TRIB OF MALINE CR,  Facility Carried by Structure: PAUL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.1 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 minimum criteria,  Deck Geometry: 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: December 2007

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Structure Number: 30698,  Location: S 7 T 46 N R 7 E (Lat: 38.751667,  Lng: -90.275000),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 35,040 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 56,064 (year 2026),  Design Load: HS 25,  Features Intersected: MALINE CR,  Facility Carried by Structure: W FLORISSANT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  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 24 months,  Inspection Date: March 2006,  Underwater Inspection Date: March 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: 5568,  Location: S 31 T 47 N R 7 E (Lat: 38.771667,  Lng: -90.271667),  Route carried "on" structure: Interstate 270,  Year Built: 1931,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 117,163 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 146,453 (year 2028),  Design Load: HS 20,  Features Intersected: MALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.119,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 23 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: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 6164,  Location: S 14 T 46 N R 6 E (Lat: 38.730000,  Lng: -90.303333),  Route carried "on" structure: State highway N,  Year Built: 1949,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 17,235 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,129 (year 2028),  Design Load: HS 20,  Features Intersected: BALL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.229,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 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: Fair,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  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,  Inspection Date: November 2007

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Structure Number: 18,  Location: S 31 T 47 N R 7 E (Lat: 38.773333,  Lng: -90.308333),  Route carried "under" structure: Interstate 270,  Year Built: 1960,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 68,315 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: ELIZABETH AVE S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 11.909,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 18,  Location: S 31 T 47 N R 7 E (Lat: 38.773333,  Lng: -90.308333),  Route carried "under" structure: Interstate 270,  Year Built: 1960,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 61,201 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: ELIZABETH AVE S
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 45.656,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.3m (76.4ft)