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Bridge Statistics for Webster Groves, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Webster Groves, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 30 Total length: 171 meters (561ft) Total costs: $3,232,000 Total average daily traffic: 1,075,287 Total average daily truck traffic: 104,757 National Bridge Inventory (NBI) Registered Bridges for Webster Groves
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1422, Location: S 5 T 44 N R 6 E (Lat: 38.580000, Lng: -90.358333), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 4,760 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 7,140 (year 2028), Design Load: H 20, Features Intersected: IS 44, Facility Carried by Structure: ROCK HILL RD S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.220, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.8m (81.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 1423, Location: S 4 T 44 N R 6 E (Lat: 38.583333, Lng: -90.345000), Route carried "on" structure: Interstate 44, Year Built: 1969, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 59,708 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 74,635 (year 2028), Design Load: HS 20, Features Intersected: CST ELM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 451.840, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.0 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 1424, Location: S 4 T 44 N R 6 E (Lat: 38.583333, Lng: -90.345000), Route carried "on" structure: Interstate 44, Year Built: 1969, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 61,930 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 77,412 (year 2028), Design Load: HS 20, Features Intersected: CST ELM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.173, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.0 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 1426, Location: S 4 T 44 N R 6 E (Lat: 38.588333, Lng: -90.335000), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 6,902 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 10,353 (year 2028), Design Load: H 20, Features Intersected: IS 44, BNSF RR, Facility Carried by Structure: EDGAR RD S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.481, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $565,000, Roadway Improvement Cost: $56,000, Total Project Cost: $848,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 1427, Location: S 34 T 45 N R 6 E (Lat: 38.595000, Lng: -90.326667), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 9,213 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 12,898 (year 2028), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: MURDOCH AVE E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.137, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.0 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $52,000, Total Project Cost: $781,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 1428, Location: S 34 T 45 N R 6 E (Lat: 38.595000, Lng: -90.323333), Route carried "on" structure: Interstate 44, Year Built: 1969, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 47,263 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 59,078 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST LACLEDE STATION RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.698, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $49,000, Total Project Cost: $735,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 1429, Location: S 34 T 45 N R 6 E (Lat: 38.595000, Lng: -90.323333), Route carried "on" structure: Interstate 44, Year Built: 1969, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 43,540 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 54,425 (year 2028), Design Load: HS 20+Mod, Features Intersected: CST LACLEDE STATION RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.299, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 143, Location: S 34 T 45 N R 6 E (Lat: 38.596667, Lng: -90.320000), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,431 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 21,603 (year 2028), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: SHREWSBURY AVE S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.663, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 1431, Location: S 35 T 45 N R 6 E (Lat: 38.596667, Lng: -90.323333), Route carried "on" structure: Interstate 44, Year Built: 1969, Status: Posted for load, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 56,201 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 70,251 (year 2028), Design Load: HS 20+Mod, Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 455.728, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 1432, Location: S 35 T 45 N R 6 E (Lat: 38.598333, Lng: -90.318333), Route carried "on" structure: Interstate 44, Year Built: 1969, Status: Posted for load, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 51,762 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 64,702 (year 2028), Design Load: HS 20+Mod, Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.233, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum 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: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 15639, Location: S 28 T 45 N R 6 E (Lat: 38.600000, Lng: -90.325000), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 25,772 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 41,235 (year 2026), Design Load: HS 20, Features Intersected: DEER CR, Facility Carried by Structure: BRENTWOOD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Underwater 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: 24011, Location: S T 45N R 6E (Lat: 38.593333, Lng: -90.366667), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 11,980 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 16,173 (year 2025), Features Intersected: SHADY GROVE CR, Facility Carried by Structure: ROCK HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $12,000, Total Project Cost: $188,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 24012, Location: S T 45N R 6E (Lat: 38.596667, Lng: -90.355000), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 6,750 (year 2025), Features Intersected: SHADY GROVE CR, Facility Carried by Structure: NEWPORT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $6,000, Total Project Cost: $91,000 ( Estimate for 2008) Find on map >>
Structure Number: 24014, Location: S T 45N R 6E (Lat: 38.611667, Lng: -90.350000), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 6,750 (year 2025), Design Load: HS 20, Features Intersected: UP RR, Facility Carried by Structure: NEWPORT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 24015, Location: S T 45N R 6E (Lat: 38.603333, Lng: -90.350000), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 500 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 675 (year 2025), Features Intersected: SHADY GROVE CR, Facility Carried by Structure: THORNTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 50.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 24016, Location: S T 45N R 6E (Lat: 38.591667, Lng: -90.336667), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 80,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 108,000 (year 2025), Features Intersected: BNSF RR, Facility Carried by Structure: MURDOCH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, 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 minimum criteria, Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $589,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 24021, Location: AT RAVINE AVE (Lat: 38.601667, Lng: -90.350000), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,000 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 8,100 (year 2025), Features Intersected: SHADY GROVE CR, Facility Carried by Structure: KIRKHAM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 24022, Location: S T 45N R 6E (Lat: 38.600000, Lng: -90.350000), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 13,730 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 18,536 (year 2025), Features Intersected: SHADY GROVE CR, Facility Carried by Structure: N ELM AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 1422, Location: S 5 T 44 N R 6 E (Lat: 38.580000, Lng: -90.358333), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 60,378 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: ROCK HILL RD S Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 15.926, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.8m (81.4ft) Find on map >>
Structure Number: 1422, Location: S 5 T 44 N R 6 E (Lat: 38.580000, Lng: -90.358333), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 59,708 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: ROCK HILL RD S Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 451.134, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.8m (81.4ft) Find on map >>
Structure Number: 1423, Location: S 4 T 44 N R 6 E (Lat: 38.583333, Lng: -90.345000), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 21,425 (year 2006), Truck Traffic: 10%, Features Intersected: CST ELM AVE, Facility Carried by Structure: IS 44 E Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 2.984, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 1424, Location: S 4 T 44 N R 6 E (Lat: 38.583333, Lng: -90.345000), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 21,425 (year 2006), Truck Traffic: 10%, Features Intersected: CST ELM AVE, Facility Carried by Structure: IS 44 W Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 2.961, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 1426, Location: S 4 T 44 N R 6 E (Lat: 38.588333, Lng: -90.335000), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 61,930 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: EDGAR RD S Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 13.832, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 1426, Location: S 4 T 44 N R 6 E (Lat: 38.588333, Lng: -90.335000), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 64,045 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: EDGAR RD S Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 453.223, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 1427, Location: S 34 T 45 N R 6 E (Lat: 38.595000, Lng: -90.326667), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 61,930 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: MURDOCH AVE E Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 12.703, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 1427, Location: S 34 T 45 N R 6 E (Lat: 38.595000, Lng: -90.326667), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 64,045 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: MURDOCH AVE E Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 454.375, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 1428, Location: S 34 T 45 N R 6 E (Lat: 38.595000, Lng: -90.323333), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 28,342 (year 2006), Truck Traffic: 10%, Features Intersected: CST LACLEDE STATION RD, Facility Carried by Structure: IS 44 E Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.067, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.5m (54.1ft) Find on map >>
Structure Number: 1429, Location: S 34 T 45 N R 6 E (Lat: 38.595000, Lng: -90.323333), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 28,342 (year 2006), Truck Traffic: 10%, Features Intersected: CST LACLEDE STATION RD, Facility Carried by Structure: IS 44 W Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.044, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.5m (54.1ft) Find on map >>
Structure Number: 143, Location: S 34 T 45 N R 6 E (Lat: 38.596667, Lng: -90.320000), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 51,762 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: SHREWSBURY AVE S Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.118, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 143, Location: S 34 T 45 N R 6 E (Lat: 38.596667, Lng: -90.320000), Route carried "under" structure: Interstate 44, Year Built: 1969, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 47,263 (year 2006), Truck Traffic: 11%, Features Intersected: IS 44, Facility Carried by Structure: SHREWSBURY AVE S Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 455.257, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft) Discuss this city on our hugely popular Missouri forum Back to: Webster Groves, MO, Missouri, All US cities.
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