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Bridge Statistics for St. Louis, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: St. Louis, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 473
Total length: 7,769 meters (25,489ft) Total costs: $650,219,000 Total average daily traffic: 13,964,180 Total average daily truck traffic: 1,774,665 National Bridge Inventory (NBI) Registered Bridges for St. Louis
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 13136, Location: S 21 T 45 N R 7 E (Lat: 38.629417, Lng: -90.235483), Route carried "on" structure: City street , Year Built: 1959, Status: Closed, Structure Length: 37.43m (122.80ft), Average Daily Traffic: 32,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 43,200 (year 2029), Design Load: H 20, Features Intersected: GRATION,BERNARD ST, METR, Facility Carried by Structure: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 8, Length of Maximum Span: 57.3m (188.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.74m (12.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: April 2009, Other Special Inspection Date: May 2007, Bridge Improvement Cost: $13,356,000, Roadway Improvement Cost: $1,335,000, Total Project Cost: $20,035,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 1314, Location: S 23 T 45 N R 7 E (Lat: 38.622150, Lng: -90.200400), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 43.28m (141.99ft), Average Daily Traffic: 21,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 28,350 (year 2031), Design Load: HS 20+Mod, Features Intersected: TRRA & UP RR, Facility Carried by Structure: TUCKER BLVD Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Inventory Rating: 37.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $8,232,000, Roadway Improvement Cost: $823,000, Total Project Cost: $12,348,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 13483, Location: S 16 T 44 N R 7 E (Lat: 38.561131, Lng: -90.242564), Route carried "on" structure: City street , Year Built: 1918, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 250 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 338 (year 2031), Features Intersected: CST BROADWAY ST, Facility Carried by Structure: BELLERIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 13484, Location: S 16 T 45 N R 7 E (Lat: 38.633158, Lng: -90.234197), Route carried "on" structure: City street , Year Built: 1961, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 34,100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 46,035 (year 2031), Design Load: H 20, Features Intersected: FOREST PARK PKWY, Facility Carried by Structure: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 13485, Location: S 18 T 45 N R 7 E (Lat: 38.643069, Lng: -90.270017), Route carried "on" structure: City street , Year Built: 1961, Status: Posted for load, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 3,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 4,725 (year 2031), Design Load: H 20, Features Intersected: FOREST PARK PKWY, Facility Carried by Structure: GRAND DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 34.2 metric tons, Inventory Rating: 23.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.27m (0.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $544,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 13486, Location: S 18 T 45 N R 7 E (Lat: 38.639636, Lng: -90.265692), Route carried "on" structure: City street , Year Built: 1961, Status: Posted for load, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 44,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 59,400 (year 2031), Design Load: H 20, Features Intersected: FOREST PARK PKWY, Facility Carried by Structure: KINGSHIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 35.7m (117.1ft), Out-to-Out Width: 42.7m (140.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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, Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $61,000, Total Project Cost: $925,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 13487, Location: S 18 T 45 N R 7 E (Lat: 38.645011, Lng: -90.274900), Route carried "on" structure: City street , Year Built: 1961, Status: Posted for load, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 33,500 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 45,225 (year 2031), Design Load: H 20, Features Intersected: FOREST PARK PKWY, Facility Carried by Structure: LINDELL-UNION Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 37.5m (123.0ft), Out-to-Out Width: 103.3m (338.9ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 34.2 metric tons, Inventory Rating: 23.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.35m (1.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $882,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,323,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 13488, Location: S 24 T 45 N R 6 E (Lat: 38.586264, Lng: -90.314097), Route carried "on" structure: City street , Year Built: 1983, Status: Posted for load, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 14,500 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 19,575 (year 2031), Design Load: H 20, Features Intersected: CHIPPEWA, Facility Carried by Structure: R. DES PERES DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: City or Municipal 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: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 49.5 metric tons, Inventory Rating: 36.0 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.63m (2.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,266,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 13491, Location: S 32 T 45 N R 7 E (Lat: 38.590000, Lng: -90.260000), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 1,350 (year 2031), Design Load: H 20, Features Intersected: CHIPPEWA AVE, Facility Carried by Structure: CITY STREET (RAMP) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 13492, Location: S 5 T 44 N R 7 E (Lat: 38.587128, Lng: -90.259617), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,500 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 2,025 (year 2031), Design Load: H 20, Features Intersected: GRAVOIS AVE, Facility Carried by Structure: BINGHAM Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $15,000, Total Project Cost: $232,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 13677, Location: LAMBERT AIRPORT (Lat: 38.740756, Lng: -90.364975), Route carried "on" structure: Ramp City street , Year Built: 1988, Status: Open, Structure Length: 17.34m (56.89ft), Average Daily Traffic: 12,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 16,200 (year 2030), Design Load: HS 20, Features Intersected: LAMBERT INTL DR, Facility Carried by Structure: RAMP A Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 13678, Location: LAMBERT AIRPORT (Lat: 38.740453, Lng: -90.364867), Route carried "on" structure: Ramp City street , Year Built: 1988, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 3,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 4,050 (year 2030), Design Load: HS 20, Features Intersected: LAMBERT INTL DR, Facility Carried by Structure: RAMP D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Very good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 13679, Location: LAMBERT AIRPORT (Lat: 38.742933, Lng: -90.368144), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 15,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 20,250 (year 2030), Features Intersected: BAGGAGE CLAIM DR, Facility Carried by Structure: TICKETING DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 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 minimum criteria, Length Of Structure Improvement: 0.54m (1.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $592,000, Roadway Improvement Cost: $59,000, Total Project Cost: $888,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1368, Location: LAMBERT AIRPORT (Lat: 38.740428, Lng: -90.365814), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 13,500 (year 2030), Features Intersected: AIRFLIGHT DR, Facility Carried by Structure: COLLECTOR DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 67.5 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $897,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,346,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 13681, Location: LAMBERT AIRPORT (Lat: 38.743617, Lng: -90.381031), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 9,300 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 12,555 (year 2030), Design Load: HS 20, Features Intersected: COLD WATER CR, Facility Carried by Structure: LAMBERT INTL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 14193, Location: FOREST PARK (Lat: 38.642906, Lng: -90.275258), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 6,750 (year 2030), Features Intersected: RVR DES PERES LAGO, Facility Carried by Structure: GRAND DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 23.4 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.32m (1.05ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 10, Other Special Inspection Date: April 11, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $604,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 14194, Location: FOREST PARK (Lat: 38.640356, Lng: -90.283275), Route carried "on" structure: City street , Year Built: 1908, Year Reconstructed: 1940, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 6,750 (year 2030), Features Intersected: RVR DES PERES LAGO, Facility Carried by Structure: GOVERMENT DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 14195, Location: FOREST PARK (Lat: 38.642128, Lng: -90.288167), Route carried "on" structure: City street , Year Built: 1989, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,600 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 2,160 (year 2030), Features Intersected: RVR DES PERES LAGO, Facility Carried by Structure: LAGOON DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.4m (47.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 14196, Location: FOREST PARK (Lat: 38.639842, Lng: -90.282144), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,400 (year 2030), Features Intersected: RVR DES PERES LAGO, Facility Carried by Structure: MCKINLEY DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft) Condition: Channel: Very good, Culverts: 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 desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10 Find on map >> Show street view
Structure Number: 15284, Location: S 12 T 44 N R 6 E (Lat: 38.561361, Lng: -90.285167), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,430 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 18,131 (year 2031), Features Intersected: ROCK CR, Facility Carried by Structure: GERMANIA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 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: 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: March 11 Find on map >> Show street view
Structure Number: 1844, Location: S 20 T 45 N R 6 E (Lat: 38.618500, Lng: -90.262242), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Posted for load, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 76,546 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 95,682 (year 2032), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 461.879, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 1845, Location: S 20 T 45 N R 6 E (Lat: 38.618714, Lng: -90.261933), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Posted for load, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 55,195 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 68,993 (year 2032), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.037, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 1846, Location: S 20 T 45 N R 6 E (Lat: 38.618467, Lng: -90.260122), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 76,546 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 95,682 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST VANDEVENTER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.063, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.1m (95.5ft), 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: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 1847, Location: S 20 T 45 N R 6 E (Lat: 38.618622, Lng: -90.259958), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 62,377 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 77,971 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST VANDEVENTER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.852, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 1848, Location: S 20 T 45 N R 7 E (Lat: 38.618111, Lng: -90.256078), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 77,749 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 97,186 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST TOWER GROVE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.433, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, 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: Somewhat better than minimum adequacy, 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: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 1849, Location: S 20 T 45 N R 7 E (Lat: 38.618308, Lng: -90.256047), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 62,377 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 77,971 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST TOWER GROVE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.537, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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 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: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 1935, Location: S 28 T 45 N R 7 E (Lat: 38.617097, Lng: -90.245028), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 77,749 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 97,186 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST 39TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 463.407, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 1936, Location: S 28 T 45 N R 7 E (Lat: 38.617289, Lng: -90.245008), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 62,377 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 77,971 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST 39TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.578, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), 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: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 1937, Location: S 28 T 45 N R 7 E (Lat: 38.615222, Lng: -90.232617), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 4,897 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 6,855 (year 2032), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: COMPTON AVE S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.248, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.84m (2.76ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 11, Other Special Inspection Date: May 11, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,080,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >> Show street view
Structure Number: 1938, Location: S 28 T 45 N R 7 E (Lat: 38.614292, Lng: -90.228111), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1984, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 6,010 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 9,015 (year 2032), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: NEBRASKA AVE S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.538, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >> Show street view
Structure Number: 1939, Location: S 27 T 45 N R 7 E (Lat: 38.613619, Lng: -90.221267), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 79,729 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 99,661 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST JEFFERSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.518, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Bridge Improvement Cost: $870,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,305,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 194, Location: S 27 T 45 N R 7 E (Lat: 38.613803, Lng: -90.221219), Route carried "on" structure: Interstate 44, Year Built: 1970, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 60,718 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 75,897 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST JEFFERSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.439, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.8m (58.4ft), 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: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $870,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,305,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 1963, Location: S 28 T 45 N R 7 E (Lat: 38.616678, Lng: -90.239442), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1984, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 15,703 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 19,628 (year 2032), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: GRAND BLVD S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.346, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), 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: 16.7m (54.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 63.9 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: 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: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >> Show street view
Structure Number: 1964, Location: S 28 T 45 N R 7 E (Lat: 38.616650, Lng: -90.239286), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1984, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 14,633 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 18,291 (year 2032), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: GRAND BLVD N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.444, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), 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: 16.7m (54.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 63.9 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.53m (1.74ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,518,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 199, Location: S 26 T 45 N R 6 E (Lat: 38.608536, Lng: -90.304256), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 2009, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 13,118 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 16,397 (year 2032), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: ARSENAL AVE E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 11, Other Special Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 2, Location: S 26 T 45 N R 6 E (Lat: 38.605900, Lng: -90.307306), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 2011, Status: Posted for load, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 10,115 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 12,643 (year 2032), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: JAMIESON AVE S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.267, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 11, Other Special Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up Find on map >> Show street view
Structure Number: 2001, Location: S 26 T 45 N R 6 E (Lat: 38.606011, Lng: -90.307164), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 2011, Status: Posted for load, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 5,280 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 6,600 (year 2032), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: JAMIESON AVE N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.323, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 11, Other Special Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up Find on map >> Show street view
Structure Number: 2002, Location: S 25 T 45 N R 6 E (Lat: 38.613275, Lng: -90.301200), Route carried "on" structure: Interstate 44, Year Built: 1971, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 64,269 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 80,336 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST SOUTHWEST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 458.352, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 2003, Location: S 25 T 45 N R 6 E (Lat: 38.613400, Lng: -90.301417), Route carried "on" structure: Interstate 44, Year Built: 1971, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 59,920 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 74,900 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST SOUTHWEST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.636, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 2004, Location: S 19 T 45 N R 7 E (Lat: 38.619153, Lng: -90.276672), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 2,532 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,798 (year 2032), Design Load: HS 20, Features Intersected: IS 44, Facility Carried by Structure: MACKLIND AVE S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.165, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.6 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: 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: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 2006, Location: S 19 T 45 N R 7 E (Lat: 38.619122, Lng: -90.280989), Route carried "on" structure: Interstate 44, Year Built: 1969, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 3.80m (12.47ft), Average Daily Traffic: 63,637 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 79,546 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST SUBLETTE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 460.260, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 2007, Location: S 19 T 45 N R 7 E (Lat: 38.619314, Lng: -90.280947), Route carried "on" structure: Interstate 44, Year Built: 1969, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 68,309 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 85,386 (year 2032), Design Load: HS 20+Mod, Features Intersected: CST SUBLETTE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.714, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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