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Bridge Statistics for Clayton, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Clayton, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 41 Total length: 927 meters (3,041ft) Total costs: $2,623,000 Total average daily traffic: 1,484,037 Total average daily truck traffic: 142,665 National Bridge Inventory (NBI) Registered Bridges for Clayton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 15127, Location: S T 45N R 6E (Lat: 38.646667, Lng: -90.311667), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11,660 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 18,656 (year 2025), Features Intersected: PEDESTRAIN WALKWAY, Facility Carried by Structure: FORSYTH BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 4, Owner: Private, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Very good, Superstructure: Poor, Substructure: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $18,000, Total Project Cost: $279,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2412, Location: S 16 T 45 N R 6 E (Lat: 38.636667, Lng: -90.346667), Route carried "on" structure: Interstate 170, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 45,950 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 57,437 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST HOOVER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.247, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.49m (1.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $48,000, Total Project Cost: $727,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2413, Location: S 16 T 45 N R 6 E (Lat: 38.636667, Lng: -90.346667), Route carried "on" structure: Interstate 170, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 44,482 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 55,602 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST HOOVER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.49m (1.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $48,000, Total Project Cost: $727,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2414, Location: S 16 T 45 N R 6 E (Lat: 38.638333, Lng: -90.346667), Route carried "on" structure: Interstate 170, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 45,950 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 57,437 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST CLAYTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.972, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 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: 0.38m (1.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $335,000 ( 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: 2415, Location: S 16 T 45 N R 6 E (Lat: 38.638333, Lng: -90.346667), Route carried "on" structure: Interstate 170, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 47,781 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 59,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST CLAYTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.993, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 31786, Location: S 15 T 45 N R 6 E (Lat: 38.646111, Lng: -90.346750), Route carried "on" structure: County highway 14100, Year Built: 2005, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 39,540 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 63,264 (year 2026), Design Load: HS 25, Features Intersected: SHAW PARK DR, Facility Carried by Structure: FOREST PARK DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 31787, Location: S 15 T 45 N R 6 E (Lat: 38.645833, Lng: -90.341667), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 39,540 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 63,264 (year 2027), Design Load: HS 20, Features Intersected: BRENTWOOD BLVD, Facility Carried by Structure: FOREST PARK PKWY E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.5m (106.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Inventory Rating: 74.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 31788, Location: S 16 T 45 N R 6 E (Lat: 38.645833, Lng: -90.341667), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 39,540 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 63,264 (year 2026), Design Load: HS 25, Features Intersected: BRENTWOOD BLVD, Facility Carried by Structure: FOREST PARK PKWY W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.5m (106.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Inventory Rating: 74.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 31789, Location: S 15 T 45 N R 6 E (Lat: 38.645833, Lng: -90.337500), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 14.50m (47.57ft), Average Daily Traffic: 6,840 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 10,944 (year 2026), Design Load: HS 25, Features Intersected: FOREST PARK PKWY, SHAW P, Facility Carried by Structure: S CENTRAL AV-RMP C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3179, Location: S 15 T 45 N R 6 E (Lat: 38.645833, Lng: -90.337500), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,080 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,328 (year 2026), Design Load: HS 25, Features Intersected: FOREST PARK PKWY, Facility Carried by Structure: BEMISTON AVE-RMP D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.8m (91.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Inventory Rating: 70.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 31792, Location: S 15 T 45 N R 6 E (Lat: 38.650000, Lng: -90.329167), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 19.68m (64.57ft), Average Daily Traffic: 29,730 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 47,568 (year 2026), Design Load: HS 25, Features Intersected: FORSYTH BLVD, Facility Carried by Structure: FOREST PARK PKWY E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 31793, Location: S 15 T 45 N R 6 E (Lat: 38.650000, Lng: -90.329167), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 19.66m (64.50ft), Average Daily Traffic: 27,660 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 44,255 (year 2026), Design Load: HS 25, Features Intersected: FORSYTH BLVD, Facility Carried by Structure: FOREST PARK PKWY W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 31795, Location: S 15 T 45 N R 6 E (Lat: 38.645833, Lng: -90.333333), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 29,730 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 47,559 (year 2026), Design Load: HS 25, Features Intersected: HANLEY RD, Facility Carried by Structure: FOREST PARK PKWY E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Lanes under structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.0 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 31796, Location: S 15 T 45 N R 6 E (Lat: 38.645833, Lng: -90.333333), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 29,730 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 47,568 (year 2026), Design Load: HS 25, Features Intersected: HANLEY RD, Facility Carried by Structure: FOREST PARK PKWY W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Lanes under structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 359, Location: S 22 T 45 N R 5 E (Lat: 38.626667, Lng: -90.453333), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 11,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,400 (year 2028), Design Load: HS 20+Mod, Features Intersected: IS 270, Facility Carried by Structure: CLAYTON RD E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.456, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.5m (165.7ft), 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: 17.5m (57.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 3762, Location: S 939 T 45 N R 5 E (Lat: 38.783333, Lng: -90.356667), Route carried "on" structure: US 67, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 51,316 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 64,145 (year 2028), Design Load: HS 20+Mod, Features Intersected: COLDWATER BR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.042, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.5 metric tons, Inventory Rating: 36.0 metric tons, Structural Evaluation: Better than 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: 3808, Location: S 15 T 45 N R 5 E (Lat: 38.638333, Lng: -90.453333), Route carried "on" structure: Interstate 64, Year Built: 1988, Status: Open, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 70,223 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 87,778 (year 2028), Design Load: HS 20+Mod, Features Intersected: IS 270, RP IS270W TO IS2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.852, Lanes on structure: 3, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 5, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 50.0 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 381, Location: S 15 T 45 N R 5 E (Lat: 38.636667, Lng: -90.451667), Route carried "on" structure: Interstate 64, Year Built: 1988, Status: Open, Structure Length: 52.09m (170.90ft), Average Daily Traffic: 64,979 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 81,223 (year 2028), Design Load: HS 20+Mod, Features Intersected: IS 270, RP IS270W TO IS2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.369, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 7, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.0 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: Equal to present minimum criteria, Deck Geometry: Better than 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: June 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: 3811, Location: S 15 T 45 N R 5 E (Lat: 38.635000, Lng: -90.451667), Route carried "on" structure: Ramp State highway , Year Built: 1988, Status: Open, Structure Length: 32.74m (107.41ft), Average Daily Traffic: 14,780 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 22,170 (year 2028), Design Load: HS 20+Mod, Features Intersected: IS 270, RP IS270W TO IS2, Facility Carried by Structure: RP IS64E TO IS270E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.452, Lanes on structure: 1, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 45.5m (149.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 3814, Location: S 2002 T 45 N R 4 E (Lat: 38.646667, Lng: -90.563333), Route carried "on" structure: State highway 340, Year Built: 1990, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 23,575 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 29,468 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST W CHESTERFIELD PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.647, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), 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: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.63m (2.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $37,000, Total Project Cost: $555,000 ( 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: 3815, Location: S 2002 T 45 N R 4 E (Lat: 38.646667, Lng: -90.563333), Route carried "on" structure: State highway 340, Year Built: 1990, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 20,652 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 25,815 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST W CHESTERFIELD PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.375, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 2414, Location: S 16 T 45 N R 6 E (Lat: 38.638333, Lng: -90.346667), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 20,392 (year 2006), Truck Traffic: 10%, Features Intersected: CST CLAYTON RD, Facility Carried by Structure: IS 170 E Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 28.278, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 2415, Location: S 16 T 45 N R 6 E (Lat: 38.638333, Lng: -90.346667), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 23,418 (year 2006), Truck Traffic: 10%, Features Intersected: CST CLAYTON RD, Facility Carried by Structure: IS 170 W Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 28.297, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 359, Location: S 22 T 45 N R 5 E (Lat: 38.626667, Lng: -90.453333), Route carried "under" structure: Interstate 270, Year Built: 1985, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 79,083 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: CLAYTON RD E Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 38.729, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.5m (165.7ft) Find on map >>
Structure Number: 359, Location: S 22 T 45 N R 5 E (Lat: 38.626667, Lng: -90.453333), Route carried "under" structure: Interstate 270, Year Built: 1985, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 83,864 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: CLAYTON RD E Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 19.161, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.5m (165.7ft) Find on map >>
Structure Number: 3808, Location: S 15 T 45 N R 5 E (Lat: 38.638333, Lng: -90.453333), Route carried "under" structure: Interstate 270, Year Built: 1988, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 93,205 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: IS 64 W Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 37.425, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Find on map >>
Structure Number: 3808, Location: S 15 T 45 N R 5 E (Lat: 38.638333, Lng: -90.453333), Route carried "under" structure: Interstate 270, Year Built: 1988, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 97,163 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: IS 64 W Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 20.442, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Find on map >>
Structure Number: 3808, Location: S 15 T 45 N R 5 E (Lat: 38.638333, Lng: -90.453333), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS64W TO IS270W, Facility Carried by Structure: IS 64 W Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.575, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Find on map >>
Structure Number: 3808, Location: S 15 T 45 N R 5 E (Lat: 38.638333, Lng: -90.453333), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS270W TO IS270W, Facility Carried by Structure: IS 64 W Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.546, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Find on map >>
Structure Number: 3808, Location: S 15 T 45 N R 5 E (Lat: 38.638333, Lng: -90.453333), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS270W TO IS64E, Facility Carried by Structure: IS 64 W Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.425, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Find on map >>
Structure Number: 381, Location: S 15 T 45 N R 5 E (Lat: 38.636667, Lng: -90.451667), Route carried "under" structure: Interstate 270, Year Built: 1988, Structure Length: 52.09m (170.90ft), Average Daily Traffic: 83,864 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: IS 64 E Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 20.341, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 381, Location: S 15 T 45 N R 5 E (Lat: 38.636667, Lng: -90.451667), Route carried "under" structure: Interstate 270, Year Built: 1988, Structure Length: 52.09m (170.90ft), Average Daily Traffic: 79,083 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: IS 64 E Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 3.753, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 381, Location: S 15 T 45 N R 5 E (Lat: 38.636667, Lng: -90.451667), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 52.09m (170.90ft), Average Daily Traffic: 14,780 (year 2006), Truck Traffic: 10%, Features Intersected: RP IS64E TO IS270E, Facility Carried by Structure: IS 64 E Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.771, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 381, Location: S 15 T 45 N R 5 E (Lat: 38.636667, Lng: -90.451667), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 52.09m (170.90ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS270W TO IS64E, Facility Carried by Structure: IS 64 E Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 0.562, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 381, Location: S 15 T 45 N R 5 E (Lat: 38.636667, Lng: -90.451667), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 52.09m (170.90ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS64W TO IS270W, Facility Carried by Structure: IS 64 E Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.676, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 381, Location: S 15 T 45 N R 5 E (Lat: 38.636667, Lng: -90.451667), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 52.09m (170.90ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS270W TO IS270W, Facility Carried by Structure: IS 64 E Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.041, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 3811, Location: S 15 T 45 N R 5 E (Lat: 38.635000, Lng: -90.451667), Route carried "under" structure: Interstate 270, Year Built: 1988, Structure Length: 32.74m (107.41ft), Average Daily Traffic: 79,083 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270 Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 37.623, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.5m (149.3ft) Find on map >>
Structure Number: 3811, Location: S 15 T 45 N R 5 E (Lat: 38.635000, Lng: -90.451667), Route carried "under" structure: Interstate 270, Year Built: 1988, Structure Length: 32.74m (107.41ft), Average Daily Traffic: 83,864 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 20.254, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.5m (149.3ft) Find on map >>
Structure Number: 3811, Location: S 15 T 45 N R 5 E (Lat: 38.635000, Lng: -90.451667), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 32.74m (107.41ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS270W TO IS64E, Facility Carried by Structure: RP IS64E TO IS270E Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.597, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.5m (149.3ft) Find on map >>
Structure Number: 3811, Location: S 15 T 45 N R 5 E (Lat: 38.635000, Lng: -90.451667), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 32.74m (107.41ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS64W TO IS270W, Facility Carried by Structure: RP IS64E TO IS270E Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.777, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.5m (149.3ft) Find on map >>
Structure Number: 3811, Location: S 15 T 45 N R 5 E (Lat: 38.635000, Lng: -90.451667), Route carried "under" structure: Ramp State highway , Year Built: 1988, Structure Length: 32.74m (107.41ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS270W TO IS270W, Facility Carried by Structure: RP IS64E TO IS270E Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.343, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.5m (149.3ft) Discuss this city on our hugely popular Missouri forum Back to: Clayton, MO, Missouri, All US cities.
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