 |
 |
Bridge Statistics for Kirkwood, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kirkwood, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 43 Total length: 280 meters (919ft) Total costs: $3,150,000 Total average daily traffic: 1,488,658 Total average daily truck traffic: 157,631 National Bridge Inventory (NBI) Registered Bridges for Kirkwood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 11741, Location: S 14 T 44 N R 5 E (Lat: 38.553333, Lng: -90.420000), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 11,698 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 17,547 (year 2028), Design Load: HS 25, Features Intersected: IS 44, Facility Carried by Structure: GEYER RD S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.978, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 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: 15645, Location: S 11 T 44 N R 5 E (Lat: 38.566667, Lng: -90.433333), Route carried "on" structure: City street , Year Built: 1952, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 6,690 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 10,704 (year 2026), Design Load: HS 20, Features Intersected: BNSF RR, Facility Carried by Structure: MARSHALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 19625, Location: S T 44N R 5E (Lat: 38.573333, Lng: -90.450000), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 800 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 1,080 (year 2025), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: HIGHLAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 19629, Location: S 10 T 44 N R 5 E (Lat: 38.566667, Lng: -90.441667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1,020 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 1,377 (year 2025), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: S GLENWOOD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $27,000, Total Project Cost: $411,000 ( Estimate for 2008), 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: 1963, Location: S T 44N R 5E (Lat: 38.578333, Lng: -90.441667), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,900 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 3,915 (year 2025), Design Load: HS 20+Mod, Features Intersected: SUGAR CR, Facility Carried by Structure: BALLAS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 19632, Location: S T 44N R 5E (Lat: 38.573333, Lng: -90.466667), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,900 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 3,915 (year 2025), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: BALLAS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19633, Location: S T 44N R 5E (Lat: 38.581667, Lng: -90.426667), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,900 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 5,265 (year 2025), Features Intersected: SUGAR CR, Facility Carried by Structure: COUCH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $6,000, Total Project Cost: $91,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19636, Location: S 2 T 44 N R 5 E (Lat: 38.578333, Lng: -90.426667), Route carried "on" structure: City street , Year Built: 1986, Status: Posted for load, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 4,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 5,400 (year 2025), Design Load: H 20, Features Intersected: UP RR, Facility Carried by Structure: COUCH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $21,000, Total Project Cost: $321,000 ( 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: 1964, Location: S 11 T 44 N R 5 E (Lat: 38.563333, Lng: -90.423333), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,450 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 1,958 (year 2025), Design Load: HS 20, Features Intersected: BNSF RR, Facility Carried by Structure: FOREST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19641, Location: S 1 T 44 N R 5 E (Lat: 38.580000, Lng: -90.410000), Route carried "on" structure: City street , Year Built: 1986, Status: Posted for load, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 3,450 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 4,658 (year 2025), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: HARRISON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19645, Location: S T 44N R 5E (Lat: 38.580000, Lng: -90.408333), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 8,600 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 11,610 (year 2025), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: CLAY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2007, Critical Feature Inspection Date: December 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: 2649, Location: S 34 T 44 N R 6 E (Lat: 38.513333, Lng: -90.340000), Route carried "on" structure: US 50, Year Built: 1977, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 40,325 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 50,406 (year 2028), Design Load: HS 20, Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 415.857, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: 28518, Location: S 4 T 44 N R 5 E (Lat: 38.566667, Lng: -90.470000), Route carried "on" structure: County highway , Year Built: 2000, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 21,540 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 34,464 (year 2026), Design Load: HS 20, Features Intersected: BR OF GRAND GLAIZE, Facility Carried by Structure: DOUGHERTY FERRY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Good, Inventory Rating: 67.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Underwater Inspection Date: Febuary 2006 Find on map >>
Structure Number: 3136, Location: S (Lat: 38.723333, Lng: -90.331667), Route carried "on" structure: City street 228, Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 675 (year 2026), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: DICKSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 31361, Location: S (Lat: 38.585000, Lng: -90.393333), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2026), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: PARKWOODS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.4 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 31842, Location: S 3 T 44 N R 5 E (Lat: 38.581667, Lng: -90.448333), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 29,506 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 41,308 (year 2028), Features Intersected: IS 270, Facility Carried by Structure: DOUGHERTY FERRY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 67.5 metric tons, Inventory Rating: 40.5 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 4264, Location: S 14 T 44 N R 5 E (Lat: 38.551667, Lng: -90.428333), Route carried "on" structure: State highway 44, Year Built: 1996, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 5,747 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 8,620 (year 2028), Design Load: HS 25, Features Intersected: IS 270, IS 270, RP IS44E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 74.0 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: October 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: 713, Location: S 10 T 44 N R 5 E (Lat: 38.568333, Lng: -90.441667), Route carried "on" structure: City street , Year Built: 1962, Status: Posted for load, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 19,968 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 24,960 (year 2028), Design Load: H 20, Features Intersected: IS 270, Facility Carried by Structure: BIG BEND BLVD E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 715, Location: S 10 T 44 N R 5 E (Lat: 38.561667, Lng: -90.436667), Route carried "on" structure: Interstate 270, Year Built: 1962, Year Reconstructed: 1985, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 73,556 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 91,945 (year 2028), Design Load: HS 20, Features Intersected: CST MARSHALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.748, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: 716, Location: S 10 T 44 N R 5 E (Lat: 38.561667, Lng: -90.436667), Route carried "on" structure: Interstate 270, Year Built: 1962, Year Reconstructed: 1985, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 72,304 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 90,380 (year 2028), Design Load: HS 20, Features Intersected: CST MARSHALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.085, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: 806, Location: S 3 T 44 N R 5 E (Lat: 38.578333, Lng: -90.446667), Route carried "on" structure: Interstate 270, Year Built: 1962, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 165,470 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 206,837 (year 2028), Design Load: HS 20, Features Intersected: SUGAR CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.816, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, 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: 81, Location: S 14 T 44 N R 5 E (Lat: 38.550000, Lng: -90.425000), Route carried "on" structure: Interstate 270, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 152,401 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 190,501 (year 2028), Design Load: HS 20, Features Intersected: IS 44, MO 366, RP IS270E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.803, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.3m (115.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 50.0 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 811, Location: S 14 T 44 N R 5 E (Lat: 38.553333, Lng: -90.418333), Route carried "on" structure: State highway 366, Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 11,388 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 14,235 (year 2028), Design Load: HS 20, Features Intersected: RP IS270E TO IS44E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.719, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 66.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.69m (2.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $468,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 812, Location: S 14 T 44 N R 5 E (Lat: 38.553333, Lng: -90.418333), Route carried "on" structure: State highway 366, Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 13.49m (44.26ft), Average Daily Traffic: 12,904 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 16,130 (year 2028), Design Load: HS 20, Features Intersected: IS 44, RP IS270E TO IS44 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.158, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.3m (132.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,239,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,859,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 825, Location: S 23 T 44 N R 5 E (Lat: 38.528333, Lng: -90.406667), Route carried "on" structure: Interstate 270, Year Built: 1967, Year Reconstructed: 1992, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 80,097 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 100,121 (year 2028), Design Load: HS 20, Features Intersected: CST ROTT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.905, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.0 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 826, Location: S 23 T 44 N R 5 E (Lat: 38.528333, Lng: -90.406667), Route carried "on" structure: Interstate 270, Year Built: 1967, Year Reconstructed: 1992, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 76,913 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 96,141 (year 2028), Design Load: HS 20, Features Intersected: CST ROTT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.947, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.0 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 11741, Location: S 14 T 44 N R 5 E (Lat: 38.553333, Lng: -90.420000), Route carried "under" structure: Interstate 44, Year Built: 1996, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 49,016 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: GEYER RD S Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 2.116, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 11741, Location: S 14 T 44 N R 5 E (Lat: 38.553333, Lng: -90.420000), Route carried "under" structure: Interstate 44, Year Built: 1996, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 50,114 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: GEYER RD S Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 445.902, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 31842, Location: S 3 T 44 N R 5 E (Lat: 38.581667, Lng: -90.448333), Route carried "under" structure: Interstate 270, Year Built: 2007, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 77,002 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: DOUGHERTY FERRY RD Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 43.826, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 31842, Location: S 3 T 44 N R 5 E (Lat: 38.581667, Lng: -90.448333), Route carried "under" structure: Interstate 270, Year Built: 2007, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 83,429 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: DOUGHERTY FERRY RD Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 14.056, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 713, Location: S 10 T 44 N R 5 E (Lat: 38.568333, Lng: -90.441667), Route carried "under" structure: Interstate 270, Year Built: 1962, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 82,041 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: BIG BEND BLVD E Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 45.593, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 713, Location: S 10 T 44 N R 5 E (Lat: 38.568333, Lng: -90.441667), Route carried "under" structure: Interstate 270, Year Built: 1962, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 73,556 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: BIG BEND BLVD E Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 12.286, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 715, Location: S 10 T 44 N R 5 E (Lat: 38.561667, Lng: -90.436667), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,006 (year 2006), Truck Traffic: 10%, Features Intersected: CST MARSHALL RD, Facility Carried by Structure: IS 270 E Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 5.105, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 716, Location: S 10 T 44 N R 5 E (Lat: 38.561667, Lng: -90.436667), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,006 (year 2006), Truck Traffic: 10%, Features Intersected: CST MARSHALL RD, Facility Carried by Structure: IS 270 W Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 5.084, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 81, Location: S 14 T 44 N R 5 E (Lat: 38.550000, Lng: -90.425000), Route carried "under" structure: Interstate 44, Year Built: 1962, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 63,178 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: IS 270 E Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 444.722, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 81, Location: S 14 T 44 N R 5 E (Lat: 38.550000, Lng: -90.425000), Route carried "under" structure: Interstate 44, Year Built: 1962, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 59,001 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: IS 270 E Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 22.354, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 81, Location: S 14 T 44 N R 5 E (Lat: 38.550000, Lng: -90.425000), Route carried "under" structure: State highway 366, Year Built: 1962, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 11,388 (year 2006), Truck Traffic: 10%, Features Intersected: MO 366, Facility Carried by Structure: IS 270 E Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.229, Lanes on structure: 6, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 81, Location: S 14 T 44 N R 5 E (Lat: 38.550000, Lng: -90.425000), Route carried "under" structure: Ramp State highway , Year Built: 1962, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS270E TO IS44W, Facility Carried by Structure: IS 270 E Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.406, Lanes on structure: 6, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 811, Location: S 14 T 44 N R 5 E (Lat: 38.553333, Lng: -90.418333), Route carried "under" structure: Ramp State highway , Year Built: 1962, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS270E TO IS44E, Facility Carried by Structure: MO 366 E Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.761, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 812, Location: S 14 T 44 N R 5 E (Lat: 38.553333, Lng: -90.418333), Route carried "under" structure: Interstate 44, Year Built: 1962, Structure Length: 13.49m (44.26ft), Average Daily Traffic: 49,016 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: MO 366 W Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 21.501, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 40.3m (132.2ft) Find on map >>
Structure Number: 812, Location: S 14 T 44 N R 5 E (Lat: 38.553333, Lng: -90.418333), Route carried "under" structure: Interstate 44, Year Built: 1962, Structure Length: 13.49m (44.26ft), Average Daily Traffic: 50,114 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: MO 366 W Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 445.604, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 40.3m (132.2ft) Find on map >>
Structure Number: 825, Location: S 23 T 44 N R 5 E (Lat: 38.528333, Lng: -90.406667), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,782 (year 2006), Truck Traffic: 10%, Features Intersected: CST ROTT RD, Facility Carried by Structure: IS 270 E Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 2.221, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 826, Location: S 23 T 44 N R 5 E (Lat: 38.528333, Lng: -90.406667), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,782 (year 2006), Truck Traffic: 10%, Features Intersected: CST ROTT RD, Facility Carried by Structure: IS 270 W Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.225, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.8m (55.1ft) Discuss this city on our hugely popular Missouri forum Back to: Kirkwood, MO, Missouri, All US cities.
|
 |
