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Bridge Statistics for Berkeley, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Berkeley, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 58 Total length: 633 meters (2,077ft) Total costs: $147,000 Total average daily traffic: 2,059,210 Total average daily truck traffic: 226,030 National Bridge Inventory (NBI) Registered Bridges for Berkeley
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1202, Location: S 15 T 46 N R 6 E (Lat: 38.723333, Lng: -90.323333), Route carried "on" structure: Interstate 70, Year Built: 2000, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 68,195 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 85,243 (year 2028), Design Load: HS 25, Features Intersected: CST SPRINGDALE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 385.105, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 12021, Location: S 15 T 46 N R 6 E (Lat: 38.723333, Lng: -90.323333), Route carried "on" structure: Interstate 70, Year Built: 2000, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 59,239 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 74,048 (year 2028), Design Load: HS 25, Features Intersected: CST SPRINGDALE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.652, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 85.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 12074, Location: S 3082 T 46 N R 6 E (Lat: 38.723333, Lng: -90.311667), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 12,974 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 16,217 (year 2028), Design Load: HS 25, Features Intersected: IS 70, Facility Carried by Structure: NORTH HANLEY RD S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.838, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 13253, Location: S 3 T 46 N R 6 E (Lat: 38.756667, Lng: -90.336667), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 1,350 (year 2025), Design Load: HS 25, Features Intersected: BR OF COLDWATER CR, Facility Carried by Structure: GRAHAM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13263, Location: S 4 T 46 N R 6 E (Lat: 38.763333, Lng: -90.350000), Route carried "on" structure: City street , Year Built: 1973, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 35%, Average Future Daily Traffic: 10,800 (year 2025), Features Intersected: TRIB COLDWATER CR, Facility Carried by Structure: FROST AVE 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 55.8 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $9,000, Total Project Cost: $147,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 15558, Location: S 3 T 46 N R 6 E (Lat: 38.755000, Lng: -90.335000), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 7,460 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 11,936 (year 2026), Design Load: HS 20, Features Intersected: WABASH AVE, BNSF RR, CRE, Facility Carried by Structure: NORTH HANLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 22.5m (73.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2499, Location: S 2979 T 47 N R 6 E (Lat: 38.773333, Lng: -90.345000), Route carried "on" structure: Interstate 170, Year Built: 1978, Year Reconstructed: 2007, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 34,217 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 42,771 (year 2028), Design Load: HS 20, Features Intersected: CST NYFLOT AVE, NS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.818, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 25, Location: S 2979 T 47 N R 6 E (Lat: 38.773333, Lng: -90.345000), Route carried "on" structure: Interstate 170, Year Built: 1978, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 41,388 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 51,735 (year 2028), Design Load: HS 20, Features Intersected: CST NYFLOT AVE, NS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.040, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 2512, Location: S 2979 T 46 N R 6 E (Lat: 38.758333, Lng: -90.341667), Route carried "on" structure: Interstate 170, Year Built: 1980, Status: Open, Structure Length: 37.03m (121.49ft), Average Daily Traffic: 53,145 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 66,431 (year 2028), Design Load: HS 20, Features Intersected: RP BOEING RD TO IS170E,, Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.197, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.0 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2513, Location: S 2979 T 46 N R 6 E (Lat: 38.758333, Lng: -90.341667), Route carried "on" structure: Interstate 170, Year Built: 1980, Status: Open, Structure Length: 26.27m (86.19ft), Average Daily Traffic: 49,864 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 62,330 (year 2028), Design Load: HS 20, Features Intersected: NS RR, COLDWATER CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.472, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 25376, Location: S 15 T 46 N R 6 E (Lat: 38.720000, Lng: -90.318333), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 16,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 25,600 (year 2025), Design Load: HS 20, Features Intersected: TRRA RR, Facility Carried by Structure: N HANLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 6, Owner: Local Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Culverts: 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005 Find on map >>
Structure Number: 2561, Location: S 2 T 46 N R 6 E (Lat: 38.770000, Lng: -90.345000), Route carried "on" structure: Interstate 170, Year Built: 1978, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 34,217 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 42,771 (year 2028), Design Load: HS 20, Features Intersected: CST FROST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.688, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.0 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2006, Other Special Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 2562, Location: S 2 T 46 N R 6 E (Lat: 38.770000, Lng: -90.345000), Route carried "on" structure: Interstate 170, Year Built: 1978, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 49,235 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 61,543 (year 2028), Design Load: HS 20, Features Intersected: CST FROST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.198, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2006, Other Special Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 2563, Location: S 2 T 46 N R 6 E (Lat: 38.766667, Lng: -90.345000), Route carried "on" structure: Interstate 170, Year Built: 1978, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 49,742 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 62,177 (year 2028), Design Load: HS 20, Features Intersected: RP FROST AVE TO IS270E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.848, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 2564, Location: S 2 T 46 N R 6 E (Lat: 38.766667, Lng: -90.345000), Route carried "on" structure: Interstate 170, Year Built: 1978, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 49,864 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 62,330 (year 2028), Design Load: HS 20, Features Intersected: RP FROST AVE TO IS270E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.044, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 2565, Location: S 2979 T 46 N R 6 E (Lat: 38.750000, Lng: -90.340000), Route carried "on" structure: Interstate 170, Year Built: 1980, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 53,145 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 66,431 (year 2028), Design Load: HS 20, Features Intersected: CST AIRPORT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.166, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2566, Location: S 2979 T 46 N R 6 E (Lat: 38.750000, Lng: -90.340000), Route carried "on" structure: Interstate 170, Year Built: 1980, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 49,989 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 62,486 (year 2028), Design Load: HS 20, Features Intersected: CST AIRPORT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.729, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2568, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Ramp State highway , Year Built: 1981, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 2,805 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,207 (year 2028), Design Load: HS 20, Features Intersected: IS 170, Facility Carried by Structure: RP IS170W TO IS70W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.275, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.8m (104.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2569, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Ramp State highway , Year Built: 1981, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 10,648 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 15,972 (year 2028), Design Load: HS 20, Features Intersected: RP IS170W TO IS70W, Facility Carried by Structure: RP IS70E TO IS170W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.444, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 257, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Interstate 70, Year Built: 1979, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 64,543 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 80,678 (year 2028), Design Load: HS 20, Features Intersected: IS 170, RP IS170E TO IS7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.527, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2571, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Ramp State highway , Year Built: 1981, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 5,334 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 8,001 (year 2028), Design Load: HS 20, Features Intersected: IS 170, Facility Carried by Structure: RP IS170W TO IS70W Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.377, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.8m (130.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2006, Critical Feature Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2572, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Ramp State highway , Year Built: 1981, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 10,648 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 15,972 (year 2028), Design Load: HS 20, Features Intersected: IS 70, IS 170, RP IS170W, Facility Carried by Structure: RP IS70E TO IS170W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2573, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Interstate 70, Year Built: 1979, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 62,281 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 77,851 (year 2028), Design Load: HS 20, Features Intersected: IS 170 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 384.290, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2006, Other Special Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: 2574, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Interstate 70, Year Built: 1979, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 68,195 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 85,243 (year 2028), Design Load: HS 20, Features Intersected: IS 170, RP IS170W TO IS7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 384.386, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2006, Other Special Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: 2575, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Ramp State highway , Year Built: 1981, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 8,142 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 12,213 (year 2028), Design Load: HS 20, Features Intersected: IS 170, Facility Carried by Structure: RP IS170E TO IS70E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.393, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2576, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Ramp State highway , Year Built: 1981, Status: Open, Structure Length: 20.85m (68.41ft), Average Daily Traffic: 1,396 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,094 (year 2028), Design Load: HS 20, Features Intersected: IS 70, IS 170, RP IS170E, Facility Carried by Structure: RP IS70W TO IS170E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.211, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2577, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "on" structure: Interstate 70, Year Built: 1979, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 59,239 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 74,048 (year 2028), Design Load: HS 20, Features Intersected: IS 170 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.394, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.4m (122.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 31084, Location: S 4 T 46 N R 6 E (Lat: 38.763333, Lng: -90.350000), Route carried "on" structure: City street , Year Built: 2006, Status: Not yet open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 10,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: TRIB COLD WATER CR, Facility Carried by Structure: FROST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.035, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2005 Find on map >>
Structure Number: 3456, Location: S 656 T 46 N R 6 E (Lat: 38.731667, Lng: -90.343333), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 7,562 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 11,343 (year 2028), Design Load: HS 20, Features Intersected: IS 70, Facility Carried by Structure: JAMES S MCDONNELL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.248, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 35, Location: S 656 T 46 N R 6 E (Lat: 38.733333, Lng: -90.348333), Route carried "on" structure: Ramp State highway , Year Built: 1984, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 8,250 (year 2028), Design Load: HS 20+Mod, Features Intersected: IS 70, Facility Carried by Structure: RP LAMBERT INTL BL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.2m (158.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 12074, Location: S 3082 T 46 N R 6 E (Lat: 38.723333, Lng: -90.311667), Route carried "under" structure: Interstate 70, Year Built: 2001, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 68,195 (year 2006), Truck Traffic: 11%, Features Intersected: IS 70, Facility Carried by Structure: NORTH HANLEY RD S Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 385.976, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft) Find on map >>
Structure Number: 12074, Location: S 3082 T 46 N R 6 E (Lat: 38.723333, Lng: -90.311667), Route carried "under" structure: Interstate 70, Year Built: 2001, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 54,806 (year 2006), Truck Traffic: 11%, Features Intersected: IS 70, Facility Carried by Structure: NORTH HANLEY RD S Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 18.833, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft) Find on map >>
Structure Number: 2512, Location: S 2979 T 46 N R 6 E (Lat: 38.758333, Lng: -90.341667), Route carried "under" structure: Ramp State highway , Year Built: 1980, Structure Length: 37.03m (121.49ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS170W TO BOEING, Facility Carried by Structure: IS 170 E Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.584, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 2512, Location: S 2979 T 46 N R 6 E (Lat: 38.758333, Lng: -90.341667), Route carried "under" structure: Ramp State highway , Year Built: 1980, Structure Length: 37.03m (121.49ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP BOEING RD TO IS170E, Facility Carried by Structure: IS 170 E Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.105, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 2565, Location: S 2979 T 46 N R 6 E (Lat: 38.750000, Lng: -90.340000), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 19,453 (year 2006), Truck Traffic: 10%, Features Intersected: CST AIRPORT RD, Facility Carried by Structure: IS 170 E Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.742, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 2566, Location: S 2979 T 46 N R 6 E (Lat: 38.750000, Lng: -90.340000), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 19,453 (year 2006), Truck Traffic: 10%, Features Intersected: CST AIRPORT RD, Facility Carried by Structure: IS 170 W Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.793, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 2568, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 170, Year Built: 1981, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 52,418 (year 2006), Truck Traffic: 11%, Features Intersected: IS 170 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 5.164, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.8m (104.3ft) Find on map >>
Structure Number: 2569, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Ramp State highway , Year Built: 1981, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 2,805 (year 2006), Truck Traffic: 10%, Features Intersected: RP IS170W TO IS70W, Facility Carried by Structure: RP IS70E TO IS170W Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 0.161, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 257, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 170, Year Built: 1979, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 52,418 (year 2006), Truck Traffic: 11%, Features Intersected: IS 170, Facility Carried by Structure: IS 70 W Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 5.396, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 257, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Ramp State highway , Year Built: 1979, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 8,142 (year 2006), Truck Traffic: 10%, Features Intersected: RP IS170E TO IS70E, Facility Carried by Structure: IS 70 W Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.022, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 2571, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 170, Year Built: 1981, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 52,418 (year 2006), Truck Traffic: 11%, Features Intersected: IS 170 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 5.443, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.8m (130.6ft) Find on map >>
Structure Number: 2572, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 170, Year Built: 1981, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 52,418 (year 2006), Truck Traffic: 11%, Features Intersected: IS 170 Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 5.424, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 2572, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Ramp State highway , Year Built: 1981, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 5,334 (year 2006), Truck Traffic: 10%, Features Intersected: RP IS170W TO IS70W, Facility Carried by Structure: RP IS70E TO IS170W Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.426, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 2572, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Ramp State highway , Year Built: 1981, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 8,142 (year 2006), Truck Traffic: 10%, Features Intersected: RP IS170E TO IS70E, Facility Carried by Structure: RP IS70E TO IS170W Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.196, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 2572, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 70, Year Built: 1981, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 64,543 (year 2006), Truck Traffic: 11%, Features Intersected: IS 70 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 20.571, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 2573, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 170, Year Built: 1979, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 60,029 (year 2006), Truck Traffic: 11%, Features Intersected: IS 170, Facility Carried by Structure: IS 70 E Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 5.567, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 2574, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 170, Year Built: 1979, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 60,383 (year 2006), Truck Traffic: 11%, Features Intersected: IS 170, Facility Carried by Structure: IS 70 E Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 12.273, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 2574, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Ramp State highway , Year Built: 1979, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 5,334 (year 2006), Truck Traffic: 10%, Features Intersected: RP IS170W TO IS70W, Facility Carried by Structure: IS 70 E Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.201, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 2575, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 170, Year Built: 1981, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 60,383 (year 2006), Truck Traffic: 11%, Features Intersected: IS 170 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 12.323, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 44.5m (146.0ft) Find on map >>
Structure Number: 2576, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 70, Year Built: 1981, Structure Length: 20.85m (68.41ft), Average Daily Traffic: 68,195 (year 2006), Truck Traffic: 11%, Features Intersected: IS 70 Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 384.492, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft) Find on map >>
Structure Number: 2576, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Ramp State highway , Year Built: 1981, Structure Length: 20.85m (68.41ft), Average Daily Traffic: 5,334 (year 2006), Truck Traffic: 10%, Features Intersected: RP IS170W TO IS70W, Facility Carried by Structure: RP IS70W TO IS170E Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.126, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft) Find on map >>
Structure Number: 2576, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Ramp State highway , Year Built: 1981, Structure Length: 20.85m (68.41ft), Average Daily Traffic: 8,142 (year 2006), Truck Traffic: 10%, Features Intersected: RP IS170E TO IS70E, Facility Carried by Structure: RP IS70W TO IS170E Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.051, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft) Find on map >>
Structure Number: 2576, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 170, Year Built: 1981, Structure Length: 20.85m (68.41ft), Average Daily Traffic: 60,383 (year 2006), Truck Traffic: 11%, Features Intersected: IS 170 Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 12.236, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft) Find on map >>
Structure Number: 2577, Location: S 656 T 46 N R 6 E (Lat: 38.726667, Lng: -90.330000), Route carried "under" structure: Interstate 170, Year Built: 1979, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 53,867 (year 2006), Truck Traffic: 11%, Features Intersected: IS 170, Facility Carried by Structure: IS 70 W Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 12.426, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft) Find on map >>
Structure Number: 3456, Location: S 656 T 46 N R 6 E (Lat: 38.731667, Lng: -90.343333), Route carried "under" structure: Interstate 70, Year Built: 1984, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 64,543 (year 2006), Truck Traffic: 11%, Features Intersected: IS 70, Facility Carried by Structure: JAMES S MCDONNELL Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 21.615, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 3456, Location: S 656 T 46 N R 6 E (Lat: 38.731667, Lng: -90.343333), Route carried "under" structure: Interstate 70, Year Built: 1984, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 62,281 (year 2006), Truck Traffic: 11%, Features Intersected: IS 70, Facility Carried by Structure: JAMES S MCDONNELL Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 383.221, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 35, Location: S 656 T 46 N R 6 E (Lat: 38.733333, Lng: -90.348333), Route carried "under" structure: Interstate 70, Year Built: 1984, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 64,543 (year 2006), Truck Traffic: 11%, Features Intersected: IS 70, Facility Carried by Structure: RP LAMBERT INTL BL Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 22.014, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft) Find on map >>
Structure Number: 35, Location: S 656 T 46 N R 6 E (Lat: 38.733333, Lng: -90.348333), Route carried "under" structure: Interstate 70, Year Built: 1984, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 62,281 (year 2006), Truck Traffic: 11%, Features Intersected: IS 70, Facility Carried by Structure: RP LAMBERT INTL BL Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 38.287, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft) Discuss this city on our hugely popular Missouri forum Back to: Berkeley, MO, Missouri, All US cities.
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