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

Find on map >>

Structure Number: 11905,  Location: S 2039 T 47 N R 5 E (Lat: 38.771667,  Lng: -90.405000),  Route carried "on" structure: State highway 370,  Year Built: 1990,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 21,215 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,518 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: NS RR
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.248,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 12022,  Location: S 2524 T 46 N R 6 E (Lat: 38.740000,  Lng: -90.381667),  Route carried "on" structure: Interstate 70,  Year Built: 2000,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 76,248 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 95,310 (year 2028),  Design Load: HS 25,  Features Intersected: COLDWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 379.677,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 61.0 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  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: 12023,  Location: S 2524 T 46 N R 6 E (Lat: 38.740000,  Lng: -90.381667),  Route carried "on" structure: Interstate 70,  Year Built: 2000,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 75,790 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 94,737 (year 2028),  Design Load: HS 25,  Features Intersected: COLDWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.106,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 61.0 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: 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: September 2006,  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: 13971,  Location: S T 46N R 5E (Lat: 38.761667,  Lng: -90.431667),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,700 (year 2025),  Features Intersected: COWMIRE CR,  Facility Carried by Structure: PENN RIDG 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 continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 49.5 metric tons,  Inventory Rating: 36.0 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

Find on map >>

Structure Number: 1398,  Location: S T R (Lat: 38.775000,  Lng: -90.430000),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2025),  Features Intersected: COWMIRE CR,  Facility Carried by Structure: GIST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.28m (0.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $252,000 ( Estimate for 2008),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 141,  Location: S 131 T 46 N R 5 E (Lat: 38.760000,  Lng: -90.430000),  Route carried "on" structure: Interstate 270,  Year Built: 1960,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 136,415 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 170,518 (year 2028),  Design Load: HS 20,  Features Intersected: COWMIRE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.205,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 49.5 metric tons,  Inventory Rating: 22.5 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

Find on map >>

Structure Number: 154,  Location: S 131 T 47 N R 5 E (Lat: 38.758333,  Lng: -90.431667),  Route carried "on" structure: Interstate 270,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 70,329 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,911 (year 2028),  Design Load: HS 20,  Features Intersected: MO 180
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.907,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $590,000 ( Estimate for 2008),  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: 15562,  Location: S 6 T 47 N R 5 E (Lat: 38.760000,  Lng: -90.385000),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 7,250 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,600 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NS RR,  Facility Carried by Structure: MISSOURI BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.3 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 15563,  Location: S 26 T 47 N R 5 E (Lat: 38.785000,  Lng: -90.420000),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,120 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,792 (year 2026),  Design Load: HS 20,  Features Intersected: COWMIRE CR,  Facility Carried by Structure: MISSOURI BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.622,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 23.4 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Underwater Inspection Date: March 2006,  Bridge Improvement Cost: $81,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $122,000 ( Estimate for 2008),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 2068,  Location: S 2 T 46 N R 5 E (Lat: 38.758333,  Lng: -90.436667),  Route carried "on" structure: State highway 180,  Year Built: 1968,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 20,652 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 25,815 (year 2028),  Design Load: HS 20,  Features Intersected: JAMES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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

Find on map >>

Structure Number: 25718,  Location: S 36 T 47 N R 5 E (Lat: 38.781667,  Lng: -90.411667),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 6,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,100 (year 2025),  Design Load: HS 20,  Features Intersected: COWMIRE CR,  Facility Carried by Structure: TAUSSIG DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 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,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 29667,  Location: S 26 T 47 N R 5 E (Lat: 38.787222,  Lng: -90.420278),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,500 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MO 370,  Facility Carried by Structure: WEST ST LOUIS MILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.793,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 68.4 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: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 31419,  Location: S 12 T 46 N R 5 E (Lat: 38.741667,  Lng: -90.396667),  Route carried "on" structure: State highway B,  Year Built: 2006,  Status: Open,  Structure Length: 16.31m (53.51ft),  Average Daily Traffic: 5,351 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,491 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US 67, US 67, RP US67S T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.351,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.9m (167.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 67.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: September 2006,  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: 3514,  Location: S 2083 T 46 N R 5 E (Lat: 38.768333,  Lng: -90.411667),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 11,102 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,653 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: IS 270,  Facility Carried by Structure: WOODFORD WAY S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.0 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: 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: September 2006,  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: 3515,  Location: S 130 T 46 N R 5 E (Lat: 38.765000,  Lng: -90.420000),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 811 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,216 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: IS 270,  Facility Carried by Structure: GIST RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.632,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.0 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: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 3979,  Location: S 2038 T 47 N R 5 E (Lat: 38.788333,  Lng: -90.420000),  Route carried "on" structure: State highway 370,  Year Built: 1990,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 21,218 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,522 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: COWMIRE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.738,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  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: 3986,  Location: S 2038 T 47 N R 5 E (Lat: 38.788333,  Lng: -90.426667),  Route carried "on" structure: State highway 370,  Year Built: 1990,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 47,494 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 59,367 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CST MISSOURI BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.463,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 16.7m (54.8ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,619,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $2,428,000 ( Estimate for 2008),  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: 399,  Location: D TO IS270E (Lat: 38.771667,  Lng: -90.405000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1990,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 4,922 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,383 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MO 370, N&W RR,  Facility Carried by Structure: RP MISSOURI BOTTOM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.0 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 3991,  Location: S 36 T 47 N R 5 E (Lat: 38.771667,  Lng: -90.405000),  Route carried "on" structure: State highway 370,  Year Built: 1991,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 26,287 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,858 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.587,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 3992,  Location: UNKNOWN (Lat: 38.771667,  Lng: -90.405000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 7,513 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,269 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: NS RR,  Facility Carried by Structure: RP IS270E TO MISSO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.848,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 76.0 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 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 3997,  Location: S 2038 T 47 N R 5 E (Lat: 38.791667,  Lng: -90.451667),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 8,370 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,462 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MO 370, MO 370,  Facility Carried by Structure: MISSOURI BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.082,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.0 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 3998,  Location: S 26 T 47 N R 5 E (Lat: 38.780000,  Lng: -90.416667),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 11,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,500 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MO 370,  Facility Carried by Structure: EAST ST LOUIS MILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.093,  Lanes on structure: 3,  Lanes under structure: 8,  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: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: September 2006,  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: 4048,  Location: S 2038 T 47 N R 5 E (Lat: 38.788333,  Lng: -90.420000),  Route carried "on" structure: State highway 370,  Year Built: 1990,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 26,276 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,845 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: COWMIRE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.770,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.7m (71.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  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: 4142,  Location: S 24 T 46 N R 6 E (Lat: 38.736667,  Lng: -90.285000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1994,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 5,500 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RT B,  Facility Carried by Structure: RP IS70W TO RTB E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.167,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 17.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $348,000 ( Estimate for 2008),  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: 6527,  Location: S 9 T 46 N R 6 E (Lat: 38.733333,  Lng: -90.355000),  Route carried "on" structure: State highway 115,  Year Built: 1958,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 8,511 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,638 (year 2028),  Design Load: H 20,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.320,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 30.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  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: 6528,  Location: S 15 T 46 N R 6 E (Lat: 38.723333,  Lng: -90.320000),  Route carried "on" structure: Interstate 70,  Year Built: 1958,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 127,434 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 159,292 (year 2028),  Design Load: HS 20,  Features Intersected: MALINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.969,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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

Find on map >>

Structure Number: 6573,  Location: S 406 T 46 N R 5 E (Lat: 38.743333,  Lng: -90.401667),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 15,632 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,448 (year 2028),  Design Load: H 15,  Features Intersected: IS 70,  Facility Carried by Structure: FEE FEE RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.935,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 6574,  Location: S 12 T 46 N R 5 E (Lat: 38.741667,  Lng: -90.396667),  Route carried "on" structure: US 67,  Year Built: 1957,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 15,475 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,343 (year 2028),  Design Load: HS 20,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.833,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 97.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.86m (2.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $757,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Cathodic Protection

Find on map >>

Structure Number: 6575,  Location: S 12 T 46 N R 5 E (Lat: 38.741667,  Lng: -90.396667),  Route carried "on" structure: US 67,  Year Built: 1957,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 20,841 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,051 (year 2028),  Design Load: HS 20,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.832,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.86m (2.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $757,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Cathodic Protection

Find on map >>

Structure Number: 758,  Location: S 131 T 47 N R 5 E (Lat: 38.758333,  Lng: -90.431667),  Route carried "on" structure: Interstate 270,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 89,475 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 111,843 (year 2028),  Design Load: HS 20,  Features Intersected: MO 180
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.885,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $573,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $860,000 ( Estimate for 2008),  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: 154,  Location: S 131 T 47 N R 5 E (Lat: 38.758333,  Lng: -90.431667),  Route carried "under" structure: State highway 180,  Year Built: 1960,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 40,428 (year 2006),  Truck Traffic: 17%,  Features Intersected: MO 180,  Facility Carried by Structure: IS 270 W
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.216,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>

Structure Number: 29667,  Location: S 26 T 47 N R 5 E (Lat: 38.787222,  Lng: -90.420278),  Route carried "under" structure: State highway 370,  Year Built: 2003,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 25,959 (year 2007),  Truck Traffic: 10%,  Features Intersected: MO 370,  Facility Carried by Structure: WEST ST LOUIS MILL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.474,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>

Structure Number: 29667,  Location: S 26 T 47 N R 5 E (Lat: 38.787222,  Lng: -90.420278),  Route carried "under" structure: State highway 370,  Year Built: 2003,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 27,192 (year 2007),  Truck Traffic: 11%,  Features Intersected: MO 370,  Facility Carried by Structure: WEST ST LOUIS MILL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.005,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>

Structure Number: 3514,  Location: S 2083 T 46 N R 5 E (Lat: 38.768333,  Lng: -90.411667),  Route carried "under" structure: Interstate 270,  Year Built: 1988,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 70,329 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: WOODFORD WAY S
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 22.833,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>

Structure Number: 3514,  Location: S 2083 T 46 N R 5 E (Lat: 38.768333,  Lng: -90.411667),  Route carried "under" structure: Interstate 270,  Year Built: 1988,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 66,086 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: WOODFORD WAY S
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 34.998,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>

Structure Number: 3515,  Location: S 130 T 46 N R 5 E (Lat: 38.765000,  Lng: -90.420000),  Route carried "under" structure: Interstate 270,  Year Built: 1988,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 70,329 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: GIST RD E
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 21.728,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

Find on map >>

Structure Number: 3515,  Location: S 130 T 46 N R 5 E (Lat: 38.765000,  Lng: -90.420000),  Route carried "under" structure: Interstate 270,  Year Built: 1988,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 66,086 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 270,  Facility Carried by Structure: GIST RD E
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 36.085,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

Find on map >>

Structure Number: 3997,  Location: S 2038 T 47 N R 5 E (Lat: 38.791667,  Lng: -90.451667),  Route carried "under" structure: State highway 370,  Year Built: 1991,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 31,203 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 370,  Facility Carried by Structure: MISSOURI BOTTOM RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 15.075,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

Find on map >>

Structure Number: 3998,  Location: S 26 T 47 N R 5 E (Lat: 38.780000,  Lng: -90.416667),  Route carried "under" structure: State highway 370,  Year Built: 1991,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 31,776 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 370,  Facility Carried by Structure: EAST ST LOUIS MILL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 18.726,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>

Structure Number: 3998,  Location: S 26 T 47 N R 5 E (Lat: 38.780000,  Lng: -90.416667),  Route carried "under" structure: State highway 370,  Year Built: 1991,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 21,215 (year 2006),  Truck Traffic: 11%,  Features Intersected: MO 370,  Facility Carried by Structure: EAST ST LOUIS MILL
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 1.835,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>

Structure Number: 6527,  Location: S 9 T 46 N R 6 E (Lat: 38.733333,  Lng: -90.355000),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 62,281 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: MO 115 N
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 382.708,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>

Structure Number: 6573,  Location: S 406 T 46 N R 5 E (Lat: 38.743333,  Lng: -90.401667),  Route carried "under" structure: Interstate 70,  Year Built: 1957,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 61,103 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: FEE FEE RD S
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 26.789,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.1m (72.5ft)

Find on map >>

Structure Number: 6573,  Location: S 406 T 46 N R 5 E (Lat: 38.743333,  Lng: -90.401667),  Route carried "under" structure: Interstate 70,  Year Built: 1957,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 58,002 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: FEE FEE RD S
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 377.979,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.1m (72.5ft)

Find on map >>

Structure Number: 6574,  Location: S 12 T 46 N R 5 E (Lat: 38.741667,  Lng: -90.396667),  Route carried "under" structure: Interstate 70,  Year Built: 1957,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 61,103 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: US 67 S
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 26.382,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>

Structure Number: 6574,  Location: S 12 T 46 N R 5 E (Lat: 38.741667,  Lng: -90.396667),  Route carried "under" structure: Interstate 70,  Year Built: 1957,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 58,002 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: US 67 S
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 37.838,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>

Structure Number: 6575,  Location: S 12 T 46 N R 5 E (Lat: 38.741667,  Lng: -90.396667),  Route carried "under" structure: Interstate 70,  Year Built: 1957,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 64,043 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: US 67 N
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 26.371,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>

Structure Number: 6575,  Location: S 12 T 46 N R 5 E (Lat: 38.741667,  Lng: -90.396667),  Route carried "under" structure: Interstate 70,  Year Built: 1957,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 64,429 (year 2006),  Truck Traffic: 11%,  Features Intersected: IS 70,  Facility Carried by Structure: US 67 N
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 378.428,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>

Structure Number: 758,  Location: S 131 T 47 N R 5 E (Lat: 38.758333,  Lng: -90.431667),  Route carried "under" structure: State highway 180,  Year Built: 1960,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 40,428 (year 2006),  Truck Traffic: 17%,  Features Intersected: MO 180,  Facility Carried by Structure: IS 270 E
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.232,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.5m (86.9ft)