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Bridge Statistics for Dexter, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Dexter, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 23 meters (75ft) Total costs: $1,257,000 Total average daily traffic: 57,252 Total average daily truck traffic: 5,423 Total future (year 2025) average daily traffic: 87,501 National Bridge Inventory (NBI) Registered Bridges for Dexter
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 16287, Location: S 21 T 25 N R 10 E (Lat: 36.798333, Lng: -89.975000), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2026), Design Load: H 15, Features Intersected: DRAIN DTCH, Facility Carried by Structure: ARVIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16288, Location: S 21 T 25 N R 10 E (Lat: 36.798333, Lng: -89.983333), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,025 (year 2026), Design Load: H 15, Features Intersected: DRAIN DTCH, Facility Carried by Structure: SYCAMORE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $6,000, Total Project Cost: $104,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16289, Location: S 21 T 25 N R 10 E (Lat: 36.800000, Lng: -89.976667), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 5,400 (year 2026), Design Load: H 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: ARVIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $8,000, Total Project Cost: $134,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1629, Location: S 21 T 25 N R 10 E (Lat: 36.798333, Lng: -89.971667), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 5,400 (year 2026), Design Load: H 15, Features Intersected: DRAIN DTCH, Facility Carried by Structure: HARRIS DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16291, Location: S 22 T 25 N R 10 E (Lat: 36.798333, Lng: -89.966667), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,375 (year 2026), Design Load: H 15, Features Intersected: DRAIN DTCH, Facility Carried by Structure: COOPER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16292, Location: S 21 T 25 N R 10 E (Lat: 36.790000, Lng: -89.975000), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,700 (year 2026), Features Intersected: DRAIN DTCH, Facility Carried by Structure: GRANT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16293, Location: S 21 T 25 N R 10 E (Lat: 36.793333, Lng: -89.971667), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,430 (year 2026), Features Intersected: DULEY MAIN DTCH, Facility Carried by Structure: TWO MILE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16294, Location: S 22 T 25 N R 10 E (Lat: 36.795000, Lng: -89.966667), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2026), Features Intersected: DULEY MAIN DTCH, Facility Carried by Structure: ONE MILE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $106,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 16295, Location: S 21 T 25 N R 10 E, Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,050 (year 2026), Features Intersected: CREEK, Facility Carried by Structure: STODDARD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 31173, Location: S 21 T 25 N R 10 E (Lat: 37.800000, Lng: -89.970000), Route carried "on" structure: City street 115, Year Built: 2006, Status: Not yet open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 8,100 (year 2025), Design Load: HS 20, Features Intersected: DITCH NO 12, Facility Carried by Structure: ONE MILE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Excellent, Culverts: Excellent, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: September 2005, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5635, Location: S 23 T 25 N R 10 E (Lat: 36.711667, Lng: -89.950000), Route carried "on" structure: State highway 25, Year Built: 1934, Year Reconstructed: 1964, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 8,216 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 14,378 (year 2028), Design Load: H 20, Features Intersected: DEXTER CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.629, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 49.5 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 5636, Location: S 23 T 25 N R 10 E (Lat: 36.788333, Lng: -89.946667), Route carried "on" structure: State highway 114, Year Built: 1934, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 3,688 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 6,269 (year 2027), Design Load: H 15, Features Intersected: DEXTER CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.57m (1.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $27,000, Total Project Cost: $406,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 5637, Location: S 23 T 23 N R 10 E (Lat: 36.788333, Lng: -89.950000), Route carried "on" structure: State highway 114, Year Built: 1934, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,688 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 6,269 (year 2027), Design Load: H 15, Features Intersected: UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $24,000, Total Project Cost: $372,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5646, Location: S 53 T 25 N R 10 E (Lat: 36.793333, Lng: -89.950000), Route carried "on" structure: Business State highway 60, Year Built: 1932, Year Reconstructed: 1987, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 10,860 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 19,005 (year 2027), Design Load: H 15, Features Intersected: DEXTER CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Missouri forum Back to: Dexter, MO, Missouri, All US cities.
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